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<front>
<journal-meta>
<journal-id journal-id-type="publisher-id">Front. Mech. Eng.</journal-id>
<journal-title-group>
<journal-title>Frontiers in Mechanical Engineering</journal-title>
<abbrev-journal-title abbrev-type="pubmed">Front. Mech. Eng.</abbrev-journal-title>
</journal-title-group>
<issn pub-type="epub">2297-3079</issn>
<publisher>
<publisher-name>Frontiers Media S.A.</publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id pub-id-type="publisher-id">1729043</article-id>
<article-id pub-id-type="doi">10.3389/fmech.2025.1729043</article-id>
<article-version article-version-type="Version of Record" vocab="NISO-RP-8-2008"/>
<article-categories>
<subj-group subj-group-type="heading">
<subject>Original Research</subject>
</subj-group>
</article-categories>
<title-group>
<article-title>Effect of different wing geometries on their vibration characteristics</article-title>
<alt-title alt-title-type="left-running-head">Hmoad et al.</alt-title>
<alt-title alt-title-type="right-running-head">
<ext-link ext-link-type="uri" xlink:href="https://doi.org/10.3389/fmech.2025.1729043">10.3389/fmech.2025.1729043</ext-link>
</alt-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname>Hmoad</surname>
<given-names>Nassear R.</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
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<contrib contrib-type="author">
<name>
<surname>Ali</surname>
<given-names>Anmar H.</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
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<contrib contrib-type="author">
<name>
<surname>Saadoon</surname>
<given-names>Ali Malik</given-names>
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<sup>1</sup>
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<contrib contrib-type="author">
<name>
<surname>Abdulkareem</surname>
<given-names>Aveen A.</given-names>
</name>
<xref ref-type="aff" rid="aff2">
<sup>2</sup>
</xref>
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<contrib contrib-type="author" corresp="yes">
<name>
<surname>Albayati</surname>
<given-names>Amjed H.</given-names>
</name>
<xref ref-type="aff" rid="aff3">
<sup>3</sup>
</xref>
<xref ref-type="corresp" rid="c001">&#x2a;</xref>
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<aff id="aff1">
<label>1</label>
<institution>Department of Aeronautical Engineering, University of Baghdad</institution>, <city>Baghdad</city>, <country country="IQ">Iraq</country>
</aff>
<aff id="aff2">
<label>2</label>
<institution>Department of Mechanical Engineering, University of Baghdad</institution>, <city>Baghdad</city>, <country country="IQ">Iraq</country>
</aff>
<aff id="aff3">
<label>3</label>
<institution>Department of Civil Engineering, University of Baghdad</institution>, <city>Baghdad</city>, <country country="IQ">Iraq</country>
</aff>
<author-notes>
<corresp id="c001">
<label>&#x2a;</label>Correspondence: Amjed H. Albayati, <email xlink:href="mailto:a.khalil@uobaghdad.edu.iq">a.khalil@uobaghdad.edu.iq</email>
</corresp>
</author-notes>
<pub-date publication-format="electronic" date-type="pub" iso-8601-date="2026-01-06">
<day>06</day>
<month>01</month>
<year>2026</year>
</pub-date>
<pub-date publication-format="electronic" date-type="collection">
<year>2025</year>
</pub-date>
<volume>11</volume>
<elocation-id>1729043</elocation-id>
<history>
<date date-type="received">
<day>20</day>
<month>10</month>
<year>2025</year>
</date>
<date date-type="rev-recd">
<day>27</day>
<month>11</month>
<year>2025</year>
</date>
<date date-type="accepted">
<day>28</day>
<month>11</month>
<year>2025</year>
</date>
</history>
<permissions>
<copyright-statement>Copyright &#xa9; 2026 Hmoad, Ali, Saadoon, Abdulkareem and Albayati.</copyright-statement>
<copyright-year>2026</copyright-year>
<copyright-holder>Hmoad, Ali, Saadoon, Abdulkareem and Albayati</copyright-holder>
<license>
<ali:license_ref start_date="2026-01-06">https://creativecommons.org/licenses/by/4.0/</ali:license_ref>
<license-p>This is an open-access article distributed under the terms of the <ext-link ext-link-type="uri" xlink:href="https://creativecommons.org/licenses/by/4.0/">Creative Commons Attribution License (CC BY)</ext-link>. The use, distribution or reproduction in other forums is permitted, provided the original author(s) and the copyright owner(s) are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.</license-p>
</license>
</permissions>
<abstract>
<p>Understanding how wing geometry and internal structural configuration influence vibration behavior is essential for ensuring the aeroelastic stability and structural integrity of modern aircraft. This study presents a comprehensive numerical investigation of the modal and deflection characteristics of aircraft wings with different geometries (symmetric tapered planform and swept-back) and spar configurations (box and I-section) using the finite element method (FEM) in ANSYS Mechanical APDL R.15. Six NACA airfoil profiles (0024, 2411, 2416, 2424, 4412, and 4421) with angle of attack 9&#xb0; under 50&#xa0;m/s speed and 1,100&#xa0;kg pay load were analyzed under identical aerodynamic and material conditions using linear elastic and small-deformation theory. Aerodynamic coefficients were determined using thin airfoil and Prandtl&#x2019;s lifting-line theories, while modal parameters were extracted through high-order 20-node solid brick elements and verified through mesh convergence analysis. Based on the results obtained, the tapered wings show a natural frequency nearly 22% higher than swept-back wings. The matter that confirms the dominant influence on geometric stiffness. On the other hand box spar wings reveal 9.5%&#x2013;22% higher frequencies but showed 20%&#x2013;30% higher deflection than I-section spars, demonstrating their superior torsional compliance and enhanced energy absorption under the dynamic effect. On the contrary, I-section spar resulted in higher bending stiffness and lower deformation, especially in higher-order modes. Based on airfoil series, the more the thick NACA 0024 as well as 2424 profiles revealed the highest levels of stiffness, based on 6<sup>th</sup> mode frequency that exceeded 250&#xa0;Hz, but the thinner cambered sections like NACA 4412 and 4421 exhibited compliance and limited rigidity against torsion. Based on the findings, the obtained increase in the natural frequency and the reduced deflection with stiffer geometries reflect improved resistance to aeroelastic instability like flutter onset. A statistical analysis using ANOVA verified that the geometry of the wing has a statistically more significant effect on modal response than the spar type although both have a significant influence on vibration behavior. Furthermore, the result of analysis concludes that the taper wings reinforced with spars type I-section give the most balanced combination of weight efficiency, stiffness and stability against vibration for the aircraft type medium payload.</p>
</abstract>
<kwd-group>
<kwd>aerodynamic</kwd>
<kwd>box spar</kwd>
<kwd>I-spar</kwd>
<kwd>mode shape</kwd>
<kwd>wing vibration</kwd>
</kwd-group>
<funding-group>
<funding-statement>The author(s) declared that financial support was not received for this work and/or its publication.</funding-statement>
</funding-group>
<counts>
<fig-count count="30"/>
<table-count count="9"/>
<equation-count count="11"/>
<ref-count count="38"/>
<page-count count="20"/>
</counts>
<custom-meta-group>
<custom-meta>
<meta-name>section-at-acceptance</meta-name>
<meta-value>Solid and Structural Mechanics</meta-value>
</custom-meta>
</custom-meta-group>
</article-meta>
</front>
<body>
<sec sec-type="intro" id="s1">
<label>1</label>
<title>Introduction</title>
<p>In aerospace structural design, the vibration properties of aircraft wings are still a major concern due to their direct effect on aeroelastic stability, fatigue life, and hence the safety of flight. Interference among the structural stiffness, aerodynamic forces as well as inertial effects yields a complex bending and torsion coupling behavior which could result in resonance and flutter if not properly eliminated (<xref ref-type="bibr" rid="B31">Patil and Patil, 1997</xref>). The precise estimation of modal parameters, which includes natural frequency, mode coupling and deflection shapes, is therefore central for ensuring structural reliance based on variable condition of flight. In the last three&#xa0;decades, an understanding of the dynamic response of wings with varying platform geometry, martial composition and internal structures has significantly progressed. The analysis conducted earlier by (<xref ref-type="bibr" rid="B31">Patil and Patil, 1997</xref>; <xref ref-type="bibr" rid="B20">Jha et al., 1997</xref>) established the basics of aeroelastic coupling in composite wings, the matter which reveals how the angle of sweep influences the critical flutter speed. A continuous development, specifically the introduction of the FEM and the dynamic stiffness method (<xref ref-type="bibr" rid="B28">Pagani et al., 2014</xref>; <xref ref-type="bibr" rid="B5">Banerjee, 2016</xref>; <xref ref-type="bibr" rid="B38">Viglietti et al., 2017</xref>), enable the highly precise prediction of modal behavior in slender and multi-cell wing structures.</p>
<p>The spar element plays the key role in reducing wing vibration. Previous studies (<xref ref-type="bibr" rid="B35">Sedaghati et al., 2006</xref>; <xref ref-type="bibr" rid="B25">Miskin and Takahashi, 2019</xref>; <xref ref-type="bibr" rid="B30">Pany et al., 2001</xref>) revealed that box spars provide superior torsional stiffness and higher natural frequencies than their counterparts I- shaped spars, which have in turn lower deflection values. The analytical and experimental studies validate such behavior (<xref ref-type="bibr" rid="B11">Demirta&#x15f; and Bayraktar, 2019</xref>; <xref ref-type="bibr" rid="B18">Hoy et al., 2023</xref>; <xref ref-type="bibr" rid="B29">Pany, 2023</xref>). The effect of material anisotropy and structural arrangements on the fluttering margin was documented to reduce it by about 20% (<xref ref-type="bibr" rid="B15">Guo et al., 2006</xref>; <xref ref-type="bibr" rid="B21">Jonsson et al., 2023</xref>; <xref ref-type="bibr" rid="B16">He et al., 2023</xref>).</p>
<p>Nonlinear behavior of tapered swept wings was investigated by (<xref ref-type="bibr" rid="B33">Patuelli et al., 2024</xref>; <xref ref-type="bibr" rid="B13">Elshazly et al., 2025</xref>) using computational fluid dynamics- coupled aeroelasticity. Studies on biomimetic configurations (<xref ref-type="bibr" rid="B6">Basak and Akdemir, 2024</xref>) and optimizing composite wings (<xref ref-type="bibr" rid="B34">Rajamurugu et al., 2024</xref>) showed that innovative selection of geometric characters leads to simultaneous improvement in aerodynamic performance and dissipating vibration energy. Despite this progress, a comprehensive comparison addressing the combined influence of wing geometry (tapered vs. swept) and spar configuration (box vs. I-section) under uniform boundary and material conditions remains limited.</p>
<p>To fulfill the gap in the existing literature, the current work investigates the influence of different geometries of wings on vibration behavior using FEM. Two types of symmetric wings (taper and swept) supported with box and I-section spars using 6 NACA (The National Advisory Committee for Aeronautics) wing types (0024, 2411, 2416, 2424, 4412, 4421) were implemented. Furthermore, natural frequencies, mode shapes and deflection behavior under a certain structure and aerodynamic parameters were evaluated. The main objective was to quantify how the geometric and internal design parameters synergistically shape the model behavior of aircraft wings, providing a clear understanding of their potential for aeroelastic optimization. The models studied were carefully selected to highlight the two main parameters: wing thickness and curvature in terms of camber values. The addressed cases had a variable thickness-to-cord ratio that ranged from 11% to 24% while the deviation in camber was 4%. A concise summary of key contributions from previous studies is presented in <xref ref-type="table" rid="T1">Table 1</xref>, highlighting methodological evolution, comparative findings, and persistent research gaps that underpin the motivation for the present analysis.</p>
<table-wrap id="T1" position="float">
<label>TABLE 1</label>
<caption>
<p>Chronological summary of key studies on wing geometry, spar configuration, and modal performance.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="left">References</th>
<th align="left">Wing/model type</th>
<th align="left">Method/tool</th>
<th align="left">Key findings</th>
<th align="left">Relevance</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="left">
<xref ref-type="bibr" rid="B20">Jha et al. (1997)</xref>
</td>
<td align="left">Composite box beam, taper and sweep</td>
<td align="left">FEM</td>
<td align="left">Ply orientation &#x2b; sweep alter flutter/divergence speeds</td>
<td align="left">Early geometry&#x2013;material coupling</td>
</tr>
<tr>
<td align="left">
<xref ref-type="bibr" rid="B31">Patil and Patil (1997)</xref>
</td>
<td align="left">Swept composite beam</td>
<td align="left">Analytical</td>
<td align="left">Ply layup changes critical flutter speeds</td>
<td align="left">Fundamental aeroelastic coupling</td>
</tr>
<tr>
<td align="left">
<xref ref-type="bibr" rid="B22">Klimmek and Schwochow (2001)</xref>
</td>
<td align="left">High-aspect-ratio composite wing</td>
<td align="left">Aeroelastic code (LS-DYNA)</td>
<td align="left">Aspect ratio &#x2191; &#x2192; flutter margin &#x2191;</td>
<td align="left">Geometric influence baseline</td>
</tr>
<tr>
<td align="left">
<xref ref-type="bibr" rid="B15">Guo et al. (2006)</xref>
</td>
<td align="left">Swept&#x2013;tapered composite wing box</td>
<td align="left">Tailoring study</td>
<td align="left">Layup optimization &#x2191; flutter speed &#x3e;20%</td>
<td align="left">Material&#x2013;geometry synergy</td>
</tr>
<tr>
<td align="left">
<xref ref-type="bibr" rid="B17">Hongwei and Mao (2008)</xref>
</td>
<td align="left">Composite box beam</td>
<td align="left">Analytical &#x2b; FEM</td>
<td align="left">Bending&#x2013;torsion coupling via anisotropy</td>
<td align="left">Mechanistic validation</td>
</tr>
<tr>
<td align="left">
<xref ref-type="bibr" rid="B10">Choi et al. (2013)</xref>
</td>
<td align="left">Swept tapered composite wing</td>
<td align="left">FEM &#x2b; CFD</td>
<td align="left">Sweep shifts coupling &#x2192; flutter delay</td>
<td align="left">Sweep influence</td>
</tr>
<tr>
<td align="left">
<xref ref-type="bibr" rid="B8">Campos and Marta (2013)</xref>
</td>
<td align="left">Metallic &#x26; composite wings</td>
<td align="left">Modal testing &#x2b; FEM</td>
<td align="left">Experimental mode-shape validation</td>
<td align="left">Empirical benchmark</td>
</tr>
<tr>
<td align="left">
<xref ref-type="bibr" rid="B1">Ahmed and Ahmed (2014)</xref>
</td>
<td align="left">Tapered wing beam</td>
<td align="left">FEM</td>
<td align="left">Mode-shape comparison for AR variations</td>
<td align="left">Structural tuning</td>
</tr>
<tr>
<td align="left">
<xref ref-type="bibr" rid="B28">Pagani et al. (2014)</xref>
</td>
<td align="left">Multi-cell composite wing</td>
<td align="left">1-D refined beam FEM</td>
<td align="left">Accurate modal shapes vs. 3-D shell</td>
<td align="left">High-order FEM validation</td>
</tr>
<tr>
<td align="left">
<xref ref-type="bibr" rid="B5">Banerjee (2016)</xref>
</td>
<td align="left">Composite aeroelastic beam</td>
<td align="left">Dynamic-stiffness method</td>
<td align="left">Efficient coupled-mode prediction</td>
<td align="left">Computational efficiency</td>
</tr>
<tr>
<td align="left">
<xref ref-type="bibr" rid="B38">Viglietti et al. (2017)</xref>
</td>
<td align="left">Multi-cell tapered composite wing</td>
<td align="left">Higher-order FEM</td>
<td align="left">Accurate frequency prediction</td>
<td align="left">Benchmark FEM study</td>
</tr>
<tr>
<td align="left">
<xref ref-type="bibr" rid="B9">Chan et al. (2018)</xref>
</td>
<td align="left">Composite box beam</td>
<td align="left">Aeroelastic tailoring</td>
<td align="left">Fiber orientation tunes modal coupling</td>
<td align="left">Structural tailoring</td>
</tr>
<tr>
<td align="left">
<xref ref-type="bibr" rid="B37">Su and Banerjee (2018)</xref>
</td>
<td align="left">High-aspect-ratio wing</td>
<td align="left">Refined dynamic-stiffness</td>
<td align="left">Improved modal accuracy for slender wings</td>
<td align="left">Extended slender-wing modeling</td>
</tr>
<tr>
<td align="left">
<xref ref-type="bibr" rid="B7">Bennamia et al. (2018)</xref>
</td>
<td align="left">Composite swept wing</td>
<td align="left">3-D FEM</td>
<td align="left">Nonlinear modal interaction quantified</td>
<td align="left">Nonlinear mode study</td>
</tr>
<tr>
<td align="left">
<xref ref-type="bibr" rid="B25">Miskin and Takahashi (2019)</xref>
</td>
<td align="left">Torque-box wing</td>
<td align="left">FEM</td>
<td align="left">Box spars &#x2191; stiffness &#x26; flutter speed</td>
<td align="left">Spar-stiffness comparison</td>
</tr>
<tr>
<td align="left">
<xref ref-type="bibr" rid="B14">Farsadi and Hasbestan (2019)</xref>
</td>
<td align="left">Swept composite tapered wing</td>
<td align="left">Thin-walled FEM</td>
<td align="left">Ply angle &#x2191; flutter/divergence limits</td>
<td align="left">Confirms anisotropic effect</td>
</tr>
<tr>
<td align="left">
<xref ref-type="bibr" rid="B11">Demirta&#x15f; and Bayraktar (2019)</xref>
</td>
<td align="left">NACA 4415 cantilever wing</td>
<td align="left">Analytical &#x2b; FEM</td>
<td align="left">Beam results &#x2248; FEM; validates models</td>
<td align="left">Validation reference</td>
</tr>
<tr>
<td align="left">
<xref ref-type="bibr" rid="B36">Srividhya et al. (2020)</xref>
</td>
<td align="left">Swept wing</td>
<td align="left">FEM &#x2b; flutter analysis</td>
<td align="left">Sweep &#x2194; bending&#x2013;torsion coupling</td>
<td align="left">Confirms sweep effect</td>
</tr>
<tr>
<td align="left">
<xref ref-type="bibr" rid="B21">Jonsson et al. (2023)</xref>
</td>
<td align="left">Tailored composite layups</td>
<td align="left">FEM &#x2b; optimization</td>
<td align="left">Curvilinear laminates &#x2191; flutter &#x3e;20%</td>
<td align="left">Advanced composite tailoring</td>
</tr>
<tr>
<td align="left">
<xref ref-type="bibr" rid="B32">Patuelli et al. (2023)</xref>
</td>
<td align="left">Multi-cell composite wing</td>
<td align="left">Unified FEM</td>
<td align="left">Accurate nonlinear modal behavior</td>
<td align="left">Modern nonlinear FEM</td>
</tr>
<tr>
<td align="left">
<xref ref-type="bibr" rid="B23">Krishna et al. (2023)</xref>
</td>
<td align="left">Eppler 171 &#x26; Selig S6062 wings</td>
<td align="left">ANSYS 2022 R2</td>
<td align="left">10 modes analyzed; Al stable modal behavior</td>
<td align="left">Profile-comparison dataset</td>
</tr>
<tr>
<td align="left">
<xref ref-type="bibr" rid="B16">He et al. (2023)</xref>
</td>
<td align="left">Swept tapered composite</td>
<td align="left">CFD&#x2013;FEM coupling</td>
<td align="left">Taper &#x2191; freq. 12%; validated aeroelastic model</td>
<td align="left">Taper effect quantification</td>
</tr>
<tr>
<td align="left">
<xref ref-type="bibr" rid="B6">BASAK and Akdemir (2024)</xref>
</td>
<td align="left">Biomimetic Cessna 172</td>
<td align="left">CFD &#x2b; FEM</td>
<td align="left">15% glide ratio &#x2191;; deformation &#x2193;</td>
<td align="left">Bio-inspired optimization</td>
</tr>
<tr>
<td align="left">
<xref ref-type="bibr" rid="B34">Rajamurugu et al. (2024)</xref>
</td>
<td align="left">Composite morphing wing</td>
<td align="left">Nonlinear FEM</td>
<td align="left">Ignoring coupling &#x2192; instability underestimation</td>
<td align="left">Motivation for unified models</td>
</tr>
<tr>
<td align="left">
<xref ref-type="bibr" rid="B33">Patuelli et al. (2024)</xref>
</td>
<td align="left">Multi-tapered composite wing</td>
<td align="left">Unified FEM &#x2b; optimization</td>
<td align="left">Integrated aeroelastic tailoring</td>
<td align="left">Latest unified modeling</td>
</tr>
<tr>
<td align="left">
<xref ref-type="bibr" rid="B13">Elshazly et al. (2025)</xref>
</td>
<td align="left">Composite swept wing</td>
<td align="left">CFD&#x2013;FEM coupling</td>
<td align="left">Nonlinear coupling &#x2191; flutter accuracy; taper &#x2191; freq 12%</td>
<td align="left">Modern high-fidelity benchmark</td>
</tr>
</tbody>
</table>
</table-wrap>
</sec>
<sec sec-type="methods" id="s2">
<label>2</label>
<title>Methodology</title>
<p>This section outlines the numerical methodology employed to investigate the influence of wing geometry on vibration characteristics through a comprehensive FEM analysis. The simulations were performed using ANSYS Parametric Design Language (APDL R15), which provides a reliable platform for extracting natural frequencies and mode shapes in complex three-dimensional aerospace structures. This approach allows accurate assessment of the structural stiffness and modal coupling effects associated with different wing configurations. The aerodynamic behavior of each wing was analyzed using the thin airfoil theory and Prandtl&#x2019;s lifting-line theory, which relate the aerodynamic circulation to the angle of attack and spanwise lift distribution for finite wings.</p>
<p>The input data are aircraft weight, air density, speed and NACA wing models, their planform, cord length and angle of attack to evaluate the aerodynamic coefficients for each configuration based on these theories to characterize the adequate wing length. These values are considered the light weight - general aviation and training airplanes, where their working characteristics are: taper ratio (0.35&#x2013;0.6), speed (40&#x2013;75&#xa0;m/s) in addition to the weight range (600&#x2013;1,200&#xa0;kg) and cord length (0.9&#x2013;1.2&#xa0;m).</p>
<p>The aerodynamic coefficients were determined for each configuration based on these theories to characterize the aerodynamic loading conditions applied within the FEM environment. The structural and aerodynamic analyses were integrated within a unified computational framework to find the combined influence of geometry, material properties, and boundary conditions on the modal response. Two primary wing planform configurations, tapered and swept-back, were modeled under identical mechanical and aerodynamic parameters to isolate geometric effects. Modal parameters, including natural frequencies, mode shapes, and deflection patterns, were extracted for each configuration. All numerical results were validated against established analytical data, confirming the accuracy, convergence, and physical reliability of the developed model.</p>
</sec>
<sec id="s3">
<label>3</label>
<title>Fluid&#x2013;structure interaction governing equations</title>
<p>The governing equations the motion of the fluid domain are the incompressible Navier-Stokes equations, and the equations that govern the structural response are the dynamic equilibrium equation of elasticity. The fluid equations (<xref ref-type="disp-formula" rid="e1">Equations 1</xref>, <xref ref-type="disp-formula" rid="e2">2</xref>) can be formulated as:<disp-formula id="e1">
<mml:math id="m1">
<mml:mrow>
<mml:mo>&#x2207;</mml:mo>
<mml:mo>&#xb7;</mml:mo>
<mml:mi>u</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>0</mml:mn>
</mml:mrow>
</mml:math>
<label>(1)</label>
</disp-formula>
<disp-formula id="e2">
<mml:math id="m2">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c1;</mml:mi>
<mml:mrow>
<mml:mi>f</mml:mi>
<mml:mi>f</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>&#x2202;</mml:mi>
<mml:mi>u</mml:mi>
<mml:mo>/</mml:mo>
<mml:mi>&#x2202;</mml:mi>
<mml:mi>t</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:mi>u</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>u</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>u</mml:mi>
<mml:mi>m</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#xb7;</mml:mo>
<mml:mo>&#x2207;</mml:mo>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:mo>&#x2212;</mml:mo>
<mml:mo>&#x2207;</mml:mo>
<mml:mi>p</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:msub>
<mml:mi>&#x3bc;</mml:mi>
<mml:mi>f</mml:mi>
</mml:msub>
<mml:msup>
<mml:mrow>
<mml:mo>&#x2207;</mml:mo>
</mml:mrow>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:mi>u</mml:mi>
</mml:mrow>
</mml:math>
<label>(2)</label>
</disp-formula>
</p>
<p>Where <italic>u</italic> is the fluid velocity, um is the mesh velocity (from structural deformation), p is pressure, and &#x3c1;<sub>f</sub>, <italic>&#x3bc;</italic>
<sub>
<italic>f</italic>
</sub> are the fluid density and viscosity.</p>
<p>The structural dynamics of the deformable airfoil surface are governed by the equation of motion (<xref ref-type="disp-formula" rid="e3">Equation 3</xref>) for elastic solids:<disp-formula id="e3">
<mml:math id="m3">
<mml:mrow>
<mml:msub>
<mml:mi>f</mml:mi>
<mml:mrow>
<mml:mi>e</mml:mi>
<mml:mi>x</mml:mi>
<mml:mi>t</mml:mi>
</mml:mrow>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mi>C</mml:mi>
<mml:mi>&#x2202;</mml:mi>
<mml:mi>d</mml:mi>
<mml:mo>/</mml:mo>
<mml:mi>&#x2202;</mml:mi>
<mml:mi>t</mml:mi>
<mml:mo>&#x2b;</mml:mo>
<mml:msub>
<mml:mi>&#x3c1;</mml:mi>
<mml:mi>s</mml:mi>
</mml:msub>
<mml:msup>
<mml:mrow>
<mml:mi>&#x2202;</mml:mi>
</mml:mrow>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:msup>
<mml:mrow>
<mml:mi>d</mml:mi>
<mml:mo>/</mml:mo>
<mml:mi>&#x2202;</mml:mi>
<mml:mi>t</mml:mi>
</mml:mrow>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:mo>&#x2b;</mml:mo>
<mml:mi>K</mml:mi>
<mml:mi>d</mml:mi>
</mml:mrow>
</mml:math>
<label>(3)</label>
</disp-formula>
</p>
<p>Where <italic>d</italic> is the displacement vector, &#x3c1;<sub>s</sub> is the structural density, C is the damping matrix, K is the stiffness matrix and f<sub>ext</sub> represents the external aerodynamic loads transferred from the fluid.</p>
</sec>
<sec id="s4">
<label>4</label>
<title>Coefficients of aerodynamic wing forces</title>
<p>As air passes around the wing, and due to its angle of attack and camber, with the presence of dynamic pressure from speed and density, a pressure difference occurs between the upper and lower wing surfaces. The resultant force directed between the wind direction and the vertical, acting as lift, is translated by the wing area into a two-component force: lift and drag. This is the fundamental principle of flight. Swept-back wings are better in comparison to other wings, especially to swept-forward wings in their drag force. Laboratory and on-site tests used to compare wing performance face the problem of the variations in size and shape between different wing types. Therefore, it was necessary to find a standard that reduces differences and unifies the method of evaluating wings in terms of lift, drag, and torque. This is why the lift and drag performance of wings is evaluated using dimensionless numbers that minimize the effects of shape differences (<xref ref-type="bibr" rid="B2">Ahmed et al., 2025</xref>). Wing coefficients are dimensionless dynamic coefficients derived using the Fast Fourier Transform (FFT) to relate the angle of attack to the rotation around the wing, based on the ideal potential flow state of constant density, with no internal friction and no rotation (<xref ref-type="bibr" rid="B24">Liu, 2021</xref>). The general form of the lift coefficients is presented in <xref ref-type="disp-formula" rid="e4">Equations 4</xref>&#x2013;<xref ref-type="disp-formula" rid="e7">7</xref> as below.<disp-formula id="e4">
<mml:math id="m4">
<mml:mrow>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>L</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mi>a</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>&#x3b1;</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:msub>
<mml:mi>&#x3b1;</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
<label>(4)</label>
</disp-formula>
<disp-formula id="e5">
<mml:math id="m5">
<mml:mrow>
<mml:mi>a</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>&#x2b;</mml:mo>
<mml:mfrac>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
<mml:mrow>
<mml:mi>&#x3c0;</mml:mi>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>A</mml:mi>
<mml:mi>R</mml:mi>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>e</mml:mi>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
<label>(5)</label>
</disp-formula>
<disp-formula id="e6">
<mml:math id="m6">
<mml:mrow>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mi>D</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:msub>
<mml:mi>C</mml:mi>
<mml:mrow>
<mml:mi>D</mml:mi>
<mml:mn>0</mml:mn>
</mml:mrow>
</mml:msub>
<mml:mo>&#x2b;</mml:mo>
<mml:mi>k</mml:mi>
<mml:mtext>&#x2009;</mml:mtext>
<mml:msubsup>
<mml:mi>C</mml:mi>
<mml:mi>L</mml:mi>
<mml:mn>2</mml:mn>
</mml:msubsup>
</mml:mrow>
</mml:math>
<label>(6)</label>
</disp-formula>
<disp-formula id="e7">
<mml:math id="m7">
<mml:mrow>
<mml:mi>k</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mrow>
<mml:mi>&#x3c0;</mml:mi>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>e</mml:mi>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>A</mml:mi>
<mml:mi>R</mml:mi>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
<label>(7)</label>
</disp-formula>
</p>
<p>Where C<sub>L</sub> is the coefficient of lift, C<sub>D</sub> is the coefficient of drag and &#x3b1; is the angle of attack, C<sub>D0</sub> is the coefficient of drag at (<inline-formula id="inf1">
<mml:math id="m8">
<mml:mrow>
<mml:mfenced open="" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b1;</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:math>
</inline-formula> zero lift angle of attack, while the slop of the curve of coefficient C<sub>L</sub> versus angle of attack, AR is the aspect ratio and <bold>e</bold> is Oswald constant, <inline-formula id="inf2">
<mml:math id="m9">
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> Two-Dimensional Airfoil Lift Slope</p>
</sec>
<sec id="s5">
<label>5</label>
<title>Wing geometries and classifications</title>
<p>The three main structural components of the wing, spar, ribs, and skin, provide an ideal balance between strength, flexibility, and load distribution. Spar, with its high resistance to bending and torsion, is the reason for the wing&#x2019;s stability and resistance to dynamic forces. Ribs transfer forces from the wing surface to the spar and support the skin surface shape, providing high flexibility and wing surface dent resistance. Skin distributes aerodynamic forces smoothly and contributes to enhanced torsional rigidity. The synergy of these three parts gives the structure high flexibility, uniform force distribution, and reinforcement, while also achieving efficient mass distribution.</p>
<p>In general, aircraft are designed to meet specific requirements and need efficient aerodynamic conditions to achieve them, along with exceptional structural resilience to survive and withstand these conditions. Accordingly, the design process determines the wing surface shape, cross-section, position on the fuselage, length, root width, and taper. The aircraft&#x2019;s maneuverability, speed limits, stability, payload, runway length, takeoff and landing performance, are additional constraints that place strict limitations on the internal structure and external shape of the wings (<xref ref-type="bibr" rid="B19">Jaafar and Hmoad, 2024</xref>).</p>
<p>Wings are classified depending on wing surface shape or what so called the planform front view, position on the fuselage, and their cross sections. The main types of wings are rectangle, taper, swept back, swept forward, dihedral, anhedral, and they may be low mounted position, or highly mounted wings, they may be elliptical, and it is a long list to be counted. There are some points that are related to wing aspects among them, all wings consist of spars, ribs, and skins, and all increase life forces by increasing their surfaces, which in turn lower the ability for maneuverability. In this work, two types of wing planforms will be studied, these are: tapered and swept-back wings, having different NACA models and two types of spars under the same aerodynamic and structural conditions to isolate the influence of planform geometry on natural frequencies, deflection patterns, and mode-shape coupling characteristics.</p>
</sec>
<sec id="s6">
<label>6</label>
<title>Wingspan calculations</title>
<p>In this study, two principal wing geometries were analyzed under the Aircraft overall weight is 1,100&#xa0;kg, the speed is 50&#xa0;m/s and &#x3c1; &#x3d; 1.225&#xa0;kg/m<sup>3</sup> to isolate the effect of planform shape on overall span length. The configurations considered were:<list list-type="alpha-lower">
<list-item>
<p>Tapered wing</p>
</list-item>
<list-item>
<p>Swept back wing</p>
</list-item>
</list>
</p>
<p>Each configuration was modeled for multiple NACA airfoil sections and evaluated at and spar section. The aerodynamic and geometric parameters were determined to ensure equivalent lift generation and structural loading across all cases (<xref ref-type="bibr" rid="B26">Mostakim et al., 2020</xref>).</p>
<sec id="s6-1">
<label>6.1</label>
<title>Tapered wing</title>
<p>For the tapered wings, the principal geometric variable is the taper ratio (<inline-formula id="inf3">
<mml:math id="m10">
<mml:mrow>
<mml:mi>&#x3bb;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>), defined in <xref ref-type="disp-formula" rid="e8">Equation 8</xref> below, as:<disp-formula id="e8">
<mml:math id="m11">
<mml:mrow>
<mml:mi>&#x3bb;</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:msub>
<mml:mi>c</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi>c</mml:mi>
<mml:mi>r</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
<label>(8)</label>
</disp-formula>
</p>
<p>Where <inline-formula id="inf4">
<mml:math id="m12">
<mml:mrow>
<mml:msub>
<mml:mi>c</mml:mi>
<mml:mi>t</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf5">
<mml:math id="m13">
<mml:mrow>
<mml:msub>
<mml:mi>c</mml:mi>
<mml:mi>r</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> are the tip and root chord lengths, respectively. The surface area was computed, and the corresponding span length was obtained from the projected planform area relation (<xref ref-type="disp-formula" rid="e9">Equation 9</xref>):<disp-formula id="e9">
<mml:math id="m14">
<mml:mrow>
<mml:mi>b</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>2</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mo>&#x2a;</mml:mo>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mfrac>
<mml:mi>S</mml:mi>
<mml:mrow>
<mml:msub>
<mml:mi>c</mml:mi>
<mml:mi>r</mml:mi>
</mml:msub>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>&#x2b;</mml:mo>
<mml:mi>&#x3bb;</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
<label>(9)</label>
</disp-formula>
</p>
<p>Where, S is the surface area and b is the wing span. The calculated lift coefficients and surface areas for each NACA profile at a 9&#xb0; which is acceptable for all the selected airfoils, are summarized in <xref ref-type="table" rid="T2">Table 2</xref>.</p>
<table-wrap id="T2" position="float">
<label>TABLE 2</label>
<caption>
<p>Aerodynamic and geometric date for tapered wings at 9&#xb0; angle of attack.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="left">NACA wing model</th>
<th align="center">0024</th>
<th align="center">2411</th>
<th align="center">2416</th>
<th align="center">2424</th>
<th align="center">4412</th>
<th align="center">4421</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="left">Coefficient of lift, C<sub>L</sub>
</td>
<td align="center">0.9001</td>
<td align="center">1.1875</td>
<td align="center">1.2150</td>
<td align="center">1.2747</td>
<td align="center">1.5912</td>
<td align="center">1.6671</td>
</tr>
<tr>
<td align="left">Surface area, S (m<sup>2</sup>)</td>
<td align="center">7.8291</td>
<td align="center">5.9344</td>
<td align="center">5.8000</td>
<td align="center">5.5287</td>
<td align="center">4.4288</td>
<td align="center">4.2271</td>
</tr>
<tr>
<td align="left">Wing length (m)</td>
<td align="center">9.2107</td>
<td align="center">6.9816</td>
<td align="center">6.8235</td>
<td align="center">6.5043</td>
<td align="center">5.2104</td>
<td align="center">4.9731</td>
</tr>
</tbody>
</table>
</table-wrap>
</sec>
<sec id="s6-2">
<label>6.2</label>
<title>Swept back wing</title>
<p>For the swept-back configuration, a sweep angle of <inline-formula id="inf6">
<mml:math id="m15">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b1;</mml:mi>
<mml:mi>w</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>30</mml:mn>
<mml:mo>&#xb0;</mml:mo>
</mml:mrow>
</mml:math>
</inline-formula> was selected. The effective lift-curve slope for a swept wing can be expressed as presented in <xref ref-type="disp-formula" rid="e10">Equation 10</xref> (<xref ref-type="bibr" rid="B3">Andreson, 2011</xref>):<disp-formula id="e10">
<mml:math id="m16">
<mml:mrow>
<mml:mi>a</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:msub>
<mml:mi>a</mml:mi>
<mml:mn>0</mml:mn>
</mml:msub>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi mathvariant="italic">Cos</mml:mi>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3b1;</mml:mi>
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<label>(10)</label>
</disp-formula>
</p>
<p>Where <inline-formula id="inf7">
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<mml:mn>0</mml:mn>
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</inline-formula> is the two-dimensional airfoil lift slope, <inline-formula id="inf8">
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</inline-formula> is the Oswald efficiency factor and it is 0.95 (<xref ref-type="bibr" rid="B27">Mousa et al., 2022</xref>). The corresponding lift coefficients and wing dimensions are summarized in <xref ref-type="table" rid="T3">Table 3</xref>.</p>
<table-wrap id="T3" position="float">
<label>TABLE 3</label>
<caption>
<p>Aerodynamic and geometric date for swept wings at 9&#xb0; angle of attack.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="left">NACA wing model</th>
<th align="center">0024</th>
<th align="center">2411</th>
<th align="center">2416</th>
<th align="center">2424</th>
<th align="center">4412</th>
<th align="center">4421</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="left">Coefficient of lift C<sub>L</sub>
</td>
<td align="center">0.7829</td>
<td align="center">1.0303</td>
<td align="center">1.0531</td>
<td align="center">1.1023</td>
<td align="center">1.3721</td>
<td align="center">1.4331</td>
</tr>
<tr>
<td align="left">Surface area S (m<sup>2</sup>)</td>
<td align="center">9.0019</td>
<td align="center">6.8402</td>
<td align="center">6.6917</td>
<td align="center">6.3933</td>
<td align="center">5.1362</td>
<td align="center">4.9175</td>
</tr>
<tr>
<td align="left">Wing length (m)</td>
<td align="center">9.0019</td>
<td align="center">6.8402</td>
<td align="center">6.6917</td>
<td align="center">6.3933</td>
<td align="center">5.1362</td>
<td align="center">4.9175</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>The results demonstrate that tapered wings generally exhibit larger span lengths and smaller surface areas for the same payload, indicating superior aerodynamic efficiency. In contrast, swept-back wings show reduced lift coefficients due to the effective decrease in aerodynamic loading caused by the sweep angle, though they offer improved stability and reduced drag at higher flight speeds. These findings establish the geometric foundation for the subsequent modal and vibration analyses performed using the FEM.</p>
</sec>
</sec>
<sec id="s7">
<label>7</label>
<title>3D wing models representation</title>
<p>The three-dimensional wing geometries were generated in ANSYS Mechanical APDL (Release 15) using the aerodynamic parameters summarized in <xref ref-type="table" rid="T2">Tables 2</xref>, <xref ref-type="table" rid="T3">3</xref> for six selected four-digit NACA airfoil profiles. Each of the four digits has its own meaning. For example, NACA-2411 has a maximum distance between the cord line and the mean line of 2% of the cord length, and so-called camber or curvature localized at 4% of the cord length with a thickness to cord length ratio 11%. The airfoil section was defined by its <inline-formula id="inf10">
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<mml:math id="m21">
<mml:mrow>
<mml:mi>y</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> coordinate data, obtained from publicly available NACA databases in CSV format. The coordinates were imported into ANSYS and converted to key points, which were subsequently connected using spline curves to reconstruct the exact airfoil contour, as illustrated in <xref ref-type="fig" rid="F1">Figure 1</xref>.</p>
<fig id="F1" position="float">
<label>FIGURE 1</label>
<caption>
<p>Geometrical characteristics of the studied NACA airfoils.</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g001.tif">
<alt-text content-type="machine-generated">A series of six airfoil diagrams labeled with numbers 0024, 2411, 2416, and 2424, generated using ANSYS R15.0 software. Each diagram shows a different cross-sectional shape of an airfoil, displayed with axis indicators and time stamps from October 8, 2023. The designations &#x22;t&#x22; and &#x22;c&#x22; appear on the top left diagram, denoting thickness and chord length.</alt-text>
</graphic>
</fig>
<p>The resulting two-dimensional profiles were extruded along the spanwise direction to generate the wing skin with a uniform thickness of 1.6&#xa0;mm and a taper ratio of 0.4. To simulate the internal structural framework, ribs must be spaced according to some reliable standard, and it is documented that rib spacing could achieve a good balance between weight and wing strength if it is around 25%&#x2013;50% of the wing cord length (<xref ref-type="bibr" rid="B4">Arunkumar et al., 2012</xref>). Eleven equally spaced ribs were introduced for both tapered and swept configurations. Each wing was reinforced by either a box spar or an I-section spar, whose geometric properties are listed in <xref ref-type="table" rid="T4">Tables 4</xref>, <xref ref-type="table" rid="T5">5</xref>, respectively.</p>
<table-wrap id="T4" position="float">
<label>TABLE 4</label>
<caption>
<p>Box spar cross-section dimensions.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="center">Width (cm)</th>
<th align="center">Height (cm)</th>
<th align="center">Thickness (mm)</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="center">8</td>
<td align="center">8</td>
<td align="center">5</td>
</tr>
</tbody>
</table>
</table-wrap>
<table-wrap id="T5" position="float">
<label>TABLE 5</label>
<caption>
<p>I section spar dimensions.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="center">Width (cm)</th>
<th align="center">Height (cm)</th>
<th align="center">Web thickness (mm)</th>
<th align="center">Flange thickness (mm)</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="center">8</td>
<td align="center">8</td>
<td align="center">5</td>
<td align="center">5</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>ANSYS Parametric Design Language (APDL) script was developed to automate the construction of 3-D wing models. The script sequentially defined airfoil coordinates, spline surfaces, ribs, and spars, and then extruded and mirrored the geometry to form the full wing structure. <xref ref-type="table" rid="T6">Table 6</xref> lists the sequential input and processing steps to build up 3-D NACA wing geometry.</p>
<table-wrap id="T6" position="float">
<label>TABLE 6</label>
<caption>
<p>Excerpt from the APDL code for tapered NACA 2411 wing (box spar).</p>
</caption>
<table>
<tbody valign="top">
<tr>
<td align="left">
<inline-graphic xlink:href="fmech-11-1729043-fx1.tif">
<alt-text content-type="machine-generated">A table with two pages of data from an ANSYS software output. Page 1 lists numerical values with coordinates under headings like &#x22;k&#x22;. Page 2 details commands such as &#x22;BSPLIN, P51X&#x22; and &#x22;VLSCAL, P51X&#x22;.</alt-text>
</inline-graphic>
</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>The use of step-by-step programming in ANSYS numerical analyzer environment offers several advantages: all models are represented in a consistent manner, eliminating variations due to approximation or human error, and ensuring faster execution. Sample results from using the program are shown in <xref ref-type="fig" rid="F2">Figures 2</xref>&#x2013;<xref ref-type="fig" rid="F4">4</xref>.</p>
<fig id="F2" position="float">
<label>FIGURE 2</label>
<caption>
<p>Samples of different 3-D wings models.</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g002.tif">
<alt-text content-type="machine-generated">Six ANSYS R15.0 simulations of airfoil designs labeled 0024, 2411, 2416, 2424, 4412, and 4421. Each image shows a 3D model of a wing section with varying structures and dimensions, accompanied by a coordinate axis and scale.</alt-text>
</graphic>
</fig>
<fig id="F3" position="float">
<label>FIGURE 3</label>
<caption>
<p>Taper wing layouts.</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g003.tif">
<alt-text content-type="machine-generated">3D model of a tapered beam, divided into segments with grid lines, displayed in ANSYS R15.0. The background is gradient blue. A scale bar and axis indicators (X, Y, Z) are present.</alt-text>
</graphic>
</fig>
<fig id="F4" position="float">
<label>FIGURE 4</label>
<caption>
<p>Swept wing layout.</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g004.tif">
<alt-text content-type="machine-generated">Illustration of a rectangular 3D structure created using ANSYS R15.0 software. It displays a segmented grid pattern, viewed in perspective, with a scale bar below ranging from zero to three meters. Coordinate axes in red, green, and blue represent X, Y, and Z directions, respectively.</alt-text>
</graphic>
</fig>
</sec>
<sec id="s8">
<label>8</label>
<title>Finite element analysis</title>
<p>Among the most well-known experimental research techniques for measuring wing performance and flexibility is structural or Ground Vibration Testing (GVT), which addresses structural aspects, and wind tunnel tests to evaluate aerodynamic performance. The accuracy of these methods is subject to several limitations and challenges, including high cost, the need for time recording and preparation, and, most importantly, the requirement to take the aircraft out of service for the research, in addition to numerous human factors. The FEM overcomes these problems with an acceptable approach, a small margin of error, and the ability to study a wide range of engineering aspects (<xref ref-type="bibr" rid="B27">Mousa et al., 2022</xref>). In the present study, FEM was used to determine the natural frequencies and mode shapes of various wing geometries in order to assess the influence of planform and spar configuration on vibration characteristics.</p>
<p>The most in use material in aircraft manufacturing sectors is aluminum alloys due to the superior strength to weight ratio. Aluminum mechanical properties and its behavior are subjected to different tests in order to be carefully fit analytically. Results and previous works documented that aluminum use in airplane industry and their simulations are matched under linear elastic material assumptions.</p>
<p>The behavior of aluminum alloys used in aircraft vibration modeling is treated as linearly elastic, isotropic, and homogeneous. The rationale behind these assumptions is that the aircraft is designed to operate without plastic deformation, which is itself a cause of wing failure, and that its properties are sufficiently uniform to be considered practically isotropic and homogeneous. Experiments have shown that the margin of error resulting from these assumptions is small (between 1% and 5%), and they can be relied upon, especially for research purposes, without the need for complex nonlinear models (<xref ref-type="bibr" rid="B12">Do&#x11f;an and &#x15e;ahin, 2021</xref>).</p>
<p>Each wing model consists of three major structural components, skin, ribs, and spars, constructed from aluminum alloys commonly used in aircraft structures. The material properties of these components are listed in <xref ref-type="table" rid="T7">Table 7</xref>. All materials were modeled as linear elastic and isotropic, an assumption that is valid for the small-deformation regime considered in this analysis (<xref ref-type="bibr" rid="B16">He et al., 2023</xref>).</p>
<table-wrap id="T7" position="float">
<label>TABLE 7</label>
<caption>
<p>Different wing parts mechanical properties, Aluminum alloys.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="left">No.</th>
<th align="left">Part</th>
<th align="left">Material</th>
<th align="left">Modulus of elasticity (GPa)</th>
<th align="left">Poisson&#x2019;s ratio</th>
<th align="left">Density (kg/m<sup>3</sup>)</th>
<th align="left">Thickness (mm)</th>
<th align="left">Tensile strength, MPa, min.</th>
<th align="left">Yield strength (0.2% offset), MPa, min.</th>
<th align="left">Elongation, %, min.</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="left">1</td>
<td align="left">Spars</td>
<td align="left">7075-T6</td>
<td align="left">71.7</td>
<td align="left">0.33</td>
<td align="left">2810</td>
<td align="left">5</td>
<td align="left">540.0</td>
<td align="left">485</td>
<td align="left">7.0</td>
</tr>
<tr>
<td align="left">2</td>
<td align="left">Ribs</td>
<td align="left">2024-T3</td>
<td align="left">73</td>
<td align="left">0.33</td>
<td align="left">2780</td>
<td align="left">5</td>
<td align="left">435.0</td>
<td align="left">290.0</td>
<td align="left">15.0</td>
</tr>
<tr>
<td align="left">3</td>
<td align="left">Skin</td>
<td align="left">2024- T3</td>
<td align="left">73</td>
<td align="left">0.33</td>
<td align="left">2780</td>
<td align="left">1.6</td>
<td align="left">435.0</td>
<td align="left">290.0</td>
<td align="left">15.0</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>All models were discretized using SOLID186, a 20-node hexahedral (brick) element capable of modeling irregular geometries and supporting both structural and coupled-field analyses. SOLID186 elements are well-suited for modeling aerospace structures, gear drives, metallic frameworks, and thermal&#x2013;structural problems due to their ability to handle both linear and nonlinear material behavior as well as contact interactions. Each node in this element has three translational degrees of freedom (in the x, y, and z directions), resulting in a total of 60 degrees of freedom per element. In general, the rounding and discretization errors are the two main errors encountered with the choice of element type so that it must be obeyed a certain procedure to avoid such errors. Many elements are adequate to fit the problem and reach the solution but with different accuracies like quad, brick and tetrahedral elements. Here, brick elements are adopted to simulate the natural frequency. The right element number will be chosen according to the convergence test to achieve good balance between the discretization and round-off errors by increasing the number of elements gradually till it reaches 14,000 elements; to confirm the results of previous work as it will be discussed in verification subject. The geometry of the brick element is illustrated, and the fully discretized 3-D finite element model, in addition to the FEM solution flowchart, is shown in <xref ref-type="fig" rid="F5">Figure 5</xref>.</p>
<fig id="F5" position="float">
<label>FIGURE 5</label>
<caption>
<p>FE solution details; element type layout, discretized wing model and flowchart. <bold>(a)</bold> Solid brick element 20 node 186. <bold>(b)</bold> FE model, brick element discretization. <bold>(c)</bold> Solution flowchart.</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g005.tif">
<alt-text content-type="machine-generated">Diagram with three parts: (a) A 3D node structure with 20 numbered points; (b) A 3D model of a wing displayed in mesh form with axes; (c) A flowchart outlining a process starting with the NACA model, including parameters, 3D modeling, finite element method simulation, comparisons with Mostakim et al. 2020, and a decision-making step.</alt-text>
</graphic>
</fig>
</sec>
<sec sec-type="results|discussion" id="s9">
<label>9</label>
<title>Results and discussions</title>
<sec id="s9-1">
<label>9.1</label>
<title>Modal behavior of box-spar wings</title>
<p>The results in <xref ref-type="fig" rid="F6">Figure 6</xref> illustrate the effect of the synergy of the different wing parts on their natural frequency and the amount of deflection in the 6th mode.</p>
<fig id="F6" position="float">
<label>FIGURE 6</label>
<caption>
<p>Effect of wing element assembly on natural frequency and deflection for 6th mode, <bold>(a)</bold> spar only, <bold>(b)</bold> spar and ribs, <bold>(c)</bold> whole wing structure.</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g006.tif">
<alt-text content-type="machine-generated">Three images from ANSYS simulations showing total deformation models of a structure. Image (a) displays deformation with a frequency of 54.358 Hz, using a blue to red color scale. Image (b) shows deformation at 50.66 Hz with a similar color scale. Image (c) presents deformation at 83.651 Hz with a gradient color pattern. Each model includes a scale and coordinate axes.</alt-text>
</graphic>
</fig>
<p>
<xref ref-type="fig" rid="F7">Figures 7</xref>, <xref ref-type="fig" rid="F8">8</xref> present the variation of deflection and natural frequency for the three structural configurations (spar only, spar with ribs, and complete wing structure) across the first six vibration modes. The results clearly indicate that the addition of ribs and skin significantly enhances the structural stiffness of the wing. The maximum deflection decreases by approximately 80% when progressing from the isolated spar to the fully assembled wing structure. Correspondingly, the natural frequencies increase by about 120%, demonstrating the direct correlation between stiffness enhancement and vibrational performance. This improvement arises from the synergistic contribution of the ribs and skin, which distribute aerodynamic and inertial loads more uniformly and increase the wing&#x2019;s resistance to bending and torsion.</p>
<fig id="F7" position="float">
<label>FIGURE 7</label>
<caption>
<p>Deflection of spar, spar and ribs and wing structure.</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g007.tif">
<alt-text content-type="machine-generated">Graph showing deflection in meters versus number of modes for three structures: spar, spar and ribs, and wing structure. Spar deflection increases from 0.9 to 1.3 meters. Spar and ribs slightly rise from 0.2 meters, while wing structure remains around 0.2 meters. Each structure is represented by different symbols: square for spar, diamond for spar and ribs, triangle for wing structure.</alt-text>
</graphic>
</fig>
<fig id="F8" position="float">
<label>FIGURE 8</label>
<caption>
<p>&#x3c9;<sub>n</sub> of spar, spar and ribs and wing structure.</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g008.tif">
<alt-text content-type="machine-generated">Line graph showing natural frequency (Hertz) versus number of mode for three structures: spar, spar and ribs, and wing structure. Frequencies increase with modes. Wing structure has the highest increase, peaking at approximately 120 Hz at mode 6. Spar remains lowest, reaching about 40 Hz at mode 6.</alt-text>
</graphic>
</fig>
<p>The box-spar wing configuration for the NACA 0024 profile was analyzed to obtain six natural modes within the frequency range of 6.55&#x2013;110.8&#xa0;Hz. (<xref ref-type="fig" rid="F9">Figures 9</xref>&#x2013;<xref ref-type="fig" rid="F14">14</xref>), illustrate samples of FE solutions for the deformation patterns associated with the first six vibration modes of box spar NACA 0024 tapered wing. The first two modes <xref ref-type="fig" rid="F9">Figures 9</xref>, <xref ref-type="fig" rid="F10">10</xref> are bending-dominated, exhibiting maximum deflection at the wing tip, while the intermediate modes (<xref ref-type="fig" rid="F11">Figures 11</xref>&#x2013;<xref ref-type="fig" rid="F13">13</xref>) show clear bending&#x2013;torsion coupling, particularly evident in the fourth and fifth modes. The 6th mode, is set up at 110.8 Hz, encountered horizontal bending mode as in <xref ref-type="fig" rid="F14">Figure 14</xref>.</p>
<fig id="F9" position="float">
<label>FIGURE 9</label>
<caption>
<p>0024 1st mode &#x3c9;<sub>n</sub> and deflection (bending).</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g009.tif">
<alt-text content-type="machine-generated">Simulation of a wing demonstrating total deformation using ANSYS R15.0 software. The deformation is color-coded, ranging from blue (minimal deformation) to red (maximum deformation of 0.22899 meters). The analysis shows deformation at a frequency of 6.553 hertz. Coordinate axes are shown for reference.</alt-text>
</graphic>
</fig>
<fig id="F10" position="float">
<label>FIGURE 10</label>
<caption>
<p>0024 2nd mode &#x3c9;<sub>n</sub> and deflection (bending).</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g010.tif">
<alt-text content-type="machine-generated">Simulation result showing total deformation of a structure using ANSYS R15.0. The deformation ranges from 0 to 0.20528 meters, indicated by a rainbow color gradient from blue (minimum) to red (maximum). The frequency is 7.1208 Hz, and the image includes a coordinate system for orientation.</alt-text>
</graphic>
</fig>
<fig id="F11" position="float">
<label>FIGURE 11</label>
<caption>
<p>0024 3rd mode &#x3c9;<sub>n</sub> and deflection, box spar (couple of bending and torsion).</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g011.tif">
<alt-text content-type="machine-generated">Simulation of wing deformation from ANSYS software, displaying total deformation at frequency 31.718 hertz. A color gradient from blue to red indicates deformation magnitude, with maximum at red (0.31616) and minimum at blue (0). Axes and scale are shown.</alt-text>
</graphic>
</fig>
<fig id="F12" position="float">
<label>FIGURE 12</label>
<caption>
<p>0024 4th mode &#x3c9;<sub>n</sub> and deflection, box spar (couple of bending and torsion).</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g012.tif">
<alt-text content-type="machine-generated">Modal analysis simulation of a wing structure showing total deformation using ANSYS R15.0. The deformation is highlighted through a color gradient from red (maximum) to blue (minimum). The simulation indicates a frequency of 59.592 hertz, with measurements in meters. The 3D model incorporates axes labels for orientation.</alt-text>
</graphic>
</fig>
<fig id="F13" position="float">
<label>FIGURE 13</label>
<caption>
<p>0024 5th mode &#x3c9;<sub>n</sub> and deflection, box spar (couple of bending and torsion).</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g013.tif">
<alt-text content-type="machine-generated">Simulation model showing total deformation analysis of a wing in ANSYS R15.0. The deformation ranges from blue (minimal) to red (maximum), with a peak of 0.32664 meters at a frequency of 83.651 Hz.</alt-text>
</graphic>
</fig>
<fig id="F14" position="float">
<label>FIGURE 14</label>
<caption>
<p>0024 6th mode &#x3c9;<sub>n</sub> and deflection, box spar (bending).</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g014.tif">
<alt-text content-type="machine-generated">Simulation of a wing using ANSYS R15.0 showing total deformation with a peak value of 0.31726 meters at a frequency of 110.8 Hz. The color gradient ranges from blue indicating minimal deformation to red for maximum deformation, with a scale on the left. Coordinate axes are shown at the bottom right.</alt-text>
</graphic>
</fig>
<p>These results confirm that the closed-cell box-spar structure provides enhanced global stiffness and effectively suppresses torsional deformation, maintaining structural integrity even in higher-order bending modes. This behavior aligns with previous findings by (<xref ref-type="bibr" rid="B35">Sedaghati et al., 2006</xref>; <xref ref-type="bibr" rid="B38">Viglietti et al., 2017</xref>), who demonstrated that box-spar wings achieve superior stiffness and higher modal frequencies compared with open-section spars.</p>
</sec>
<sec id="s9-2">
<label>9.2</label>
<title>Modal behavior of I-Section spar wing</title>
<p>The I-section spar configuration exhibits relatively lower structural stiffness, with corresponding natural frequencies ranging from 4.69 to 111.78&#xa0;Hz. <xref ref-type="fig" rid="F15">Figures 15</xref>&#x2013;<xref ref-type="fig" rid="F20">20</xref> illustrate samples of FE solutions for the deformation patterns associated with the first six vibration modes of I spar NACA 0024 tapered wing. The first mode (<xref ref-type="fig" rid="F15">Figure 15</xref>) primarily represents horizontal bending about the lateral (y) axis, while the second mode (<xref ref-type="fig" rid="F16">Figure 16</xref>) corresponds to vertical bending about the horizontal (x) axis. <xref ref-type="fig" rid="F17">Figures 17</xref>&#x2013;<xref ref-type="fig" rid="F19">19</xref> show the complex bending&#x2013;coupled torsion modes, with maximum effects at wing mid span and wing tip. Higher bending mode is shown in <xref ref-type="fig" rid="F20">Figure 20</xref>, it is noticeable that such mode encountered with high frequency due to the high sectional impedance against deflection in that direction. It is the same behavior of the same sequence having I section spar but with higher deformation. I section spars are of reduced torsional rigidity, so that their deformation is higher in comparison with those of box spars but with lower frequencies. The average difference in natural frequencies is about 9.5%&#x2013;22%. This result is consistent with the analytical and experimental findings reported by (<xref ref-type="bibr" rid="B11">Demirta&#x15f; and Bayraktar, 2019</xref>), who analyzed a NACA 4415 airfoil wing modeled as a cantilever beam using both theoretical and FEM approaches in ANSYS, reporting fundamental frequencies between 4.3 Hz and 365.3&#xa0;Hz with deviations of approximately 1.3%&#x2013;11.9% between theoretical and numerical results, confirming that simplified FEM beam representations can accurately predict modal trends in aircraft wings.</p>
<fig id="F15" position="float">
<label>FIGURE 15</label>
<caption>
<p>0024 1st mode &#x3c9;<sub>n</sub> and deflection, I section (bending).</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g015.tif">
<alt-text content-type="machine-generated">Simulation of a wing showing total deformation from a modal analysis in ANSYS R15.0. A color gradient from blue to red represents deformation levels, with red indicating the maximum deformation of 0.20614 meters. Axes and a scale bar are included.</alt-text>
</graphic>
</fig>
<fig id="F16" position="float">
<label>FIGURE 16</label>
<caption>
<p>0024 2nd mode &#x3c9;<sub>n</sub> and deflection, I section (bending).</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g016.tif">
<alt-text content-type="machine-generated">3D simulation of an airfoil deformation using ANSYS R15.0, showing color gradients from blue to red indicating deformation levels. Frequency is 6.4615 Hz. A scale and XYZ orientation are included.</alt-text>
</graphic>
</fig>
<fig id="F17" position="float">
<label>FIGURE 17</label>
<caption>
<p>0024 3rd mode &#x3c9;<sub>n</sub> and deflection, I section (couple of bending and torsion).</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g017.tif">
<alt-text content-type="machine-generated">Finite element analysis of an aerostructure wing section using ANSYS software, displaying deformation. A color gradient from blue to red indicates deformation levels, with red showing maximum deformation at 0.29596 meters. Frequency is 31.789 Hertz.</alt-text>
</graphic>
</fig>
<fig id="F18" position="float">
<label>FIGURE 18</label>
<caption>
<p>0024 4th mode &#x3c9;<sub>n</sub> and deflection, I section (couple of bending and torsion).</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g018.tif">
<alt-text content-type="machine-generated">Diagram from ANSYS R15.0 showing a modal analysis of total deformation on a wing-like structure. Color gradient indicates deformation levels, ranging from blue (0 Min) to red (0.25864 Max). Frequency is 45.294 Hz.</alt-text>
</graphic>
</fig>
<fig id="F19" position="float">
<label>FIGURE 19</label>
<caption>
<p>0024 5th mode &#x3c9;<sub>n</sub> and deflection, I section (couple of bending and torsion).</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g019.tif">
<alt-text content-type="machine-generated">Modal analysis output from ANSYS R15.0 showing total deformation of a structure. The deformation is color-coded, ranging from blue (minimum) to red (maximum), with a frequency of 82.418 Hz. Legend indicates deformation values, and an axis denotes X, Y, and Z orientations.</alt-text>
</graphic>
</fig>
<fig id="F20" position="float">
<label>FIGURE 20</label>
<caption>
<p>0024 6th mode &#x3c9;<sub>n</sub> and deflection, I section (bending).</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g020.tif">
<alt-text content-type="machine-generated">Simulation of a structure showing total deformation in a spectrum from blue (minimal) to red (maximal). Data includes a deformation scale, frequency of 111.78 Hz, and date marked as October 9, 2025. The analysis is conducted using ANSYS R15.</alt-text>
</graphic>
</fig>
</sec>
<sec id="s9-3">
<label>9.3</label>
<title>Modal frequencies for different wing geometries</title>
<p>The natural frequencies obtained for the six NACA profiles under both box-spar and I-section configurations are illustrated in <xref ref-type="fig" rid="F21">Figures 21</xref>&#x2013;<xref ref-type="fig" rid="F24">24</xref>, showing the modal frequency progression for tapered and swept-back wings, respectively. Across all configurations, the natural frequency increases progressively with mode number, indicating enhanced structural stiffness and the activation of higher-order bending and torsional responses. The results clearly reveal that box-spar wings exhibit 9.5%&#x2013;22% higher natural frequencies compared to their I-section counterparts across all modes.</p>
<fig id="F21" position="float">
<label>FIGURE 21</label>
<caption>
<p>Variation of natural frequency for taper wings (box-spar configuration).</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g021.tif">
<alt-text content-type="machine-generated">Line graph depicting natural frequency in hertz versus mode number for different configurations. Six lines, each representing a configuration labeled 24, 2411, 2416, 2424, 4412, and 4421, show varying frequency increases from mode number one to six. Configuration 4421 has the highest frequency at mode six.</alt-text>
</graphic>
</fig>
<fig id="F22" position="float">
<label>FIGURE 22</label>
<caption>
<p>Variation of natural frequency for taper wing (I-section configuration).</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g022.tif">
<alt-text content-type="machine-generated">Line graph showing natural frequency (Hertz) versus mode number (I section spar) from 1 to 6. Six lines represent different data sets: 24, 2411, 2416, 2424, 4412, and 4421. Frequency generally increases with mode number, with varying slopes for each line.</alt-text>
</graphic>
</fig>
<fig id="F23" position="float">
<label>FIGURE 23</label>
<caption>
<p>Variation of natural frequency for Swept-back wings (box-spar configuration).</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g023.tif">
<alt-text content-type="machine-generated">Line graph showing natural frequency in hertz versus mode number (box spar). Multiple lines represent different configurations: 24, 2424, 2411, 4412, 4416, and 4421. Frequency generally increases with mode number.</alt-text>
</graphic>
</fig>
<fig id="F24" position="float">
<label>FIGURE 24</label>
<caption>
<p>Variation of natural frequency for Swept-back wings (I-section configuration).</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g024.tif">
<alt-text content-type="machine-generated">Line graph displaying natural frequency in Hertz versus mode number for different I section spars. Six lines represent different datasets: blue (24), orange (2411), gray (2416), yellow (2424), dark blue (4412), and green (4421). Frequencies generally increase with mode number.</alt-text>
</graphic>
</fig>
<p>Such increase could be attributed to the high torsional rigidity of box spar section which increases the ability to absorb dynamic loading energy. In the other hand I- section appear to have lower natural frequencies because of their lower torsional rigidity.</p>
<p>Thicker wing sections; NACA 0024 and NACA 2424, showed higher natural frequencies due to their higher stiffness resulted from the higher 2<sup>nd</sup> moment of area. Such thicker profiles increase bending stiffness and shift the coupling between bending and torsion modes. Camber effect: from results of NACA- 0024 and NACA- 2424, it is clear that as large camber value is as larger as natural frequency and that because curvature gives more strength to section and in turn higher stiffness. The increase could be about 70%. Comparing NACA- 2424, 2416 and 2424, eliminate the effect of camber and spot the light on wing thickness, results show that increasing wing thickness could increase stiffness and in turn the resulted frequencies which increase by about 55% for thicker sections. Overall view on natural frequency results shows that; always taper wings natural frequencies are higher than swept wings with 22% for box spar and 9.5% for I- section spar. It has been found that the effect of spar results is reduced in case of adopting swept wings; it could be about 13% greater than that of I- section in case of taper wings. The combined effect of using spar type and wing plan could reach 20% in case of using I- spar swept wing, all assessment is referenced to the box- spar taper wing. From <xref ref-type="fig" rid="F21">Figure 21</xref> for tapered - box spar wing the mean neutral frequents at 1<sup>st</sup> mode is 9.75 Hz, while for swept back&#x2013;I spar wing in <xref ref-type="fig" rid="F24">Figure 24</xref> the mean neutral frequents at 1<sup>st</sup> mode is 7.3 Hz, and that reflect the higher overall stiffness.</p>
<p>Finally, results emphasis the domination of geometrical role on altering the natural frequency of the wing due to their effects on stiffness and compliance, I spar- swept has lower stiffness compared to that of box- spar taper wings. These numerical observations are consistent with the global trends summarized in the Abstract and Conclusions, aligning with previously reported aeroelastic studies (<xref ref-type="bibr" rid="B28">Pagani et al., 2014</xref>; <xref ref-type="bibr" rid="B38">Viglietti et al., 2017</xref>; <xref ref-type="bibr" rid="B32">Patuelli et al., 2023</xref>).</p>
</sec>
<sec id="s9-4">
<label>9.4</label>
<title>Deflection characteristics</title>
<p>
<xref ref-type="fig" rid="F25">Figures 25</xref>&#x2013;<xref ref-type="fig" rid="F28">28</xref> illustrate the variation of modal deflection amplitudes for the four principal wing configurations, tapered box-spar, tapered I-section, swept box-spar, and swept I-section, across the six analyzed NACA airfoil profiles. Deflection amplitudes increase progressively with mode number for all configurations, corresponding to the higher strain energy and localized deformation associated with higher-order modes. Lower modes are dominated by bending, while higher modes exhibit pronounced bending&#x2013;torsion coupling, particularly near the wing tip. Across all geometries, box-spar wings display 20%&#x2013;30% greater deflection magnitudes than I-section wings, indicating higher compliance under dynamic excitation. Introducing I- section spar plays a positive role regarding the maximum deflection value and its distribution along wing span due to its effect on beam stiffness especially at higher modes. NACA- 4412 is largely deflected because of its thin profile, for both types of spars, while NACA- 0024 and 2424 exhibit the smallest deflection especially those with I sections, reaffirming the superior stiffness of thick sections. Planform effect on deflection became more evident at higher frequencies; swept wings have 25% higher deflection than that of taper wings in case of I spar and 14% for box spar at 6<sup>th</sup> mode. I- section spar taper wings are firstly ranked regarding vibration characteristics and their small deflection while the last in ranked wing arrangement is the swept back one with box spar.</p>
<fig id="F25" position="float">
<label>FIGURE 25</label>
<caption>
<p>Deflection vs. mode number for taper wings (box-spar configuration).</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g025.tif">
<alt-text content-type="machine-generated">Line graph showing deflection in meters versus mode number for different box spar configurations. Six lines represent configurations 24, 2411, 2416, 2424, 4412, and 4421. Deflection increases with higher mode numbers, with configuration 24 showing the highest deflection at mode number 6.</alt-text>
</graphic>
</fig>
<fig id="F26" position="float">
<label>FIGURE 26</label>
<caption>
<p>Deflection vs. mode number for taper wing (I-section configuration).</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g026.tif">
<alt-text content-type="machine-generated">Line graph showing deflection in meters against mode number for various spar configurations. Each line represents a different configuration: 24, 2411, 2416, 2424, 4412, and 4421. Deflection generally increases with the mode number, with configuration 24 showing the highest deflection.</alt-text>
</graphic>
</fig>
<fig id="F27" position="float">
<label>FIGURE 27</label>
<caption>
<p>Deflection vs. mode number for Swept-back wings (box-spar configuration).</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g027.tif">
<alt-text content-type="machine-generated">Line graph showing deflection in meters versus mode number (Box spar) for six conditions: 24, 2411, 2416, 2424, 4412, and 4421. Deflection increases with mode number across all conditions, with varying trends and rates for each line.</alt-text>
</graphic>
</fig>
<fig id="F28" position="float">
<label>FIGURE 28</label>
<caption>
<p>Deflection vs. mode number for Swept-back wings (I-section configuration).</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g028.tif">
<alt-text content-type="machine-generated">Line graph showing deflection in meters versus mode number (I spar) for six different categories, indicated by colored lines: 24 (blue), 2411 (orange), 2416 (gray), 2424 (yellow), 4412 (green), and 4421 (red). The graph demonstrates how deflection increases with the mode number across different categories, with some variance between the lines.</alt-text>
</graphic>
</fig>
<p>Overall, these results are bridged between aerodynamic efficiency and structural rigidity, in line with earlier finite element and experimental analyses. According to FEM and experimental investigations (<xref ref-type="bibr" rid="B38">Viglietti et al., 2017</xref>; <xref ref-type="bibr" rid="B11">Demirta&#x15f; and Bayraktar, 2019</xref>; <xref ref-type="bibr" rid="B32">Patuelli et al., 2023</xref>).</p>
</sec>
<sec id="s9-5">
<label>9.5</label>
<title>Statistical analysis and overall comparative discussion</title>
<p>To quantitatively assess the effect of wing shape and spar configuration on vibration, a two-way Analysis of Variance (ANOVA) was performed. The independent variables were wing shape (pointed vs. slanted) and spar cross-section (box vs. I-section), and the dependent variables were the normal frequency and deformation of the six NACA wings. ANOVA breaks down the total difference in results into components attributable to each element and its interaction, allowing for an objective assessment of their relative influence on the response variables. The F-value represents the ratio of the group mean to the intragroup variance and is expressed in <xref ref-type="disp-formula" rid="e11">Equation 11</xref> as follows:<disp-formula id="e11">
<mml:math id="m22">
<mml:mrow>
<mml:mi>F</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:msub>
<mml:mrow>
<mml:mi>M</mml:mi>
<mml:mi>S</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mi>b</mml:mi>
<mml:mi>e</mml:mi>
<mml:mi>t</mml:mi>
<mml:mi>w</mml:mi>
<mml:mi>e</mml:mi>
<mml:mi>e</mml:mi>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mrow>
<mml:mi>M</mml:mi>
<mml:mi>S</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mi>w</mml:mi>
<mml:mi>i</mml:mi>
<mml:mi>t</mml:mi>
<mml:mi>h</mml:mi>
<mml:mi>i</mml:mi>
<mml:mi>n</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
</mml:math>
<label>(11)</label>
</disp-formula>
</p>
<p>Where MS between and MS within denote the mean square values for between-group and within-group variations, respectively. A higher F-value indicates a stronger influence of the tested factor. The p-value corresponds to the probability that the observed differences occurred by random chance; results are significant within p-value less than 0.05. <xref ref-type="table" rid="T8">Table 8</xref> summarizes the ANOVA results for both natural frequencies and deflection amplitudes. The data indicate that wing geometry has a more pronounced influence on the vibrational characteristics than spar configuration. Although the p-values slightly exceed the conventional 0.05 threshold, the consistent directional trends across all modes confirm the mechanical (rather than purely statistical) significance of the observed variations. Specifically, tapered wings achieved higher modal frequencies than swept-back configurations, primarily due to their shorter effective spans and enhanced chordwise stiffness distribution. Box-spar models exhibited greater torsional rigidity and bending resistance, with natural frequencies on average 9.5%&#x2013;22% higher than those of I-section spars.</p>
<table-wrap id="T8" position="float">
<label>TABLE 8</label>
<caption>
<p>Two-way ANOVA results for geometry and spar type.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="left">Response variable</th>
<th align="center">Factor</th>
<th align="center">F-value</th>
<th align="center">p-Value</th>
<th align="center">Significance (p &#x3c; 0.05)</th>
<th align="left">Interpretation</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td rowspan="2" align="left">Natural frequency</td>
<td align="center">Geometry</td>
<td align="center">6.63</td>
<td align="center">0.124</td>
<td align="center">&#x2297;</td>
<td align="left">Moderate influence</td>
</tr>
<tr>
<td align="center">Spar type</td>
<td align="center">0.6</td>
<td align="center">0.521</td>
<td align="center">&#x2297;</td>
<td align="left">Minor influence</td>
</tr>
<tr>
<td rowspan="2" align="left">Deflection amplitude</td>
<td align="center">Geometry</td>
<td align="center">5.47</td>
<td align="center">0.138</td>
<td align="center">&#x2297;</td>
<td align="left">Strong mechanical trend</td>
</tr>
<tr>
<td align="center">Spar type</td>
<td align="center">1.02</td>
<td align="center">0.441</td>
<td align="center">&#x2297;</td>
<td align="left">Weak influence</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>For the deflection amplitudes, similar tendencies were observed. Tapered I-spar wings demonstrated the lowest deflection levels, approximately 20%&#x2013;30% lower than swept or box-spar configurations, reflecting superior bending rigidity and load-bearing performance. Conversely, swept-back wings exhibited greater deflection amplitudes, indicating increased compliance under dynamic excitation. Among the airfoil profiles, NACA 4412 showed slightly higher deformation levels owing to its thinner cambered section, which reduces torsional rigidity despite aerodynamic advantages. The inclusion of the ANOVA summary (<xref ref-type="table" rid="T8">Table 8</xref>) demonstrates that, although the differences are not statistically significant at the 95% confidence level, they are systematic, repeatable, and physically consistent across all configurations studied. These results confirm that tapered wings with I-section spars provide the most efficient balance between stiffness and structural weight. The mechanical consistency of the findings reinforces the reliability of the finite element predictions and establishes a solid basis for future experimental and aeroelastic validation studies (<xref ref-type="bibr" rid="B15">Guo et al., 2006</xref>; <xref ref-type="bibr" rid="B21">Jonsson et al., 2023</xref>; <xref ref-type="bibr" rid="B16">He et al., 2023</xref>).</p>
</sec>
<sec id="s9-6">
<label>9.6</label>
<title>Verification for the results</title>
<p>Ensuring the accuracy of the 3D model representation, setting its boundary conditions, and considering its material behavior assumptions in FEM environment lends reliability to the results and conclusions. The current work shares some similarities with previous studies, such as materials and type of analysis, but differs in the wing models, studied variables and scope. <xref ref-type="bibr" rid="B26">Mostakim et al. (2020)</xref> investigates the natural frequency using the FEM for a rectangular, solid aluminum wing. The studied wing section was NACA 4412; its dimensions are listed in <xref ref-type="table" rid="T9">Table 9</xref>. The wing was modeled and its vibration analyzed, the results were consistent, as shown in <xref ref-type="fig" rid="F29">Figures 29</xref>, <xref ref-type="fig" rid="F30">30</xref>. Results show that the discrepancy of 1st mode frequency from that of (<xref ref-type="bibr" rid="B26">Mostakim et al., 2020</xref>) is 0.2% and 0.4%.</p>
<table-wrap id="T9" position="float">
<label>TABLE 9</label>
<caption>
<p>NACA 4412 model, Characteristics and natural frequency, for 1st and 2nd modes.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="center">Study</th>
<th align="center">E, GPa</th>
<th align="center">&#x3c5;</th>
<th align="center">&#x3c1;, kg/m<sup>3</sup>
</th>
<th align="center">Cord length, m</th>
<th align="center">Length, m</th>
<th align="center">&#x3c9;<sub>n1,</sub> Hz</th>
<th align="center">&#x3c9;<sub>n2</sub>, Hz</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="center">
<xref ref-type="bibr" rid="B26">Mostakim et al. (2020)</xref>
</td>
<td align="center">69</td>
<td align="center">0.33</td>
<td align="center">2700</td>
<td align="center">1</td>
<td align="center">5</td>
<td align="center">3.4568</td>
<td align="center">21.448</td>
</tr>
<tr>
<td align="center">Current work</td>
<td align="center">69</td>
<td align="center">0.33</td>
<td align="center">2700</td>
<td align="center">1</td>
<td align="center">5</td>
<td align="center">3.4637</td>
<td align="center">21.53</td>
</tr>
</tbody>
</table>
</table-wrap>
<fig id="F29" position="float">
<label>FIGURE 29</label>
<caption>
<p>Simulation to the 1st mode vibration for reference (<xref ref-type="bibr" rid="B26">Mostakim et al., 2020</xref>).</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g029.tif">
<alt-text content-type="machine-generated">Modal analysis simulation in ANSYS R15.0 showing total deformation of a structure. The deformation is color-coded from blue (0 min) to red (0.060297 max) with a frequency of 3.4637 Hz. Axes and a scale bar indicate measurements in meters.</alt-text>
</graphic>
</fig>
<fig id="F30" position="float">
<label>FIGURE 30</label>
<caption>
<p>Simulation to the 2nd mode vibration for reference (<xref ref-type="bibr" rid="B26">Mostakim et al., 2020</xref>).</p>
</caption>
<graphic xlink:href="fmech-11-1729043-g030.tif">
<alt-text content-type="machine-generated">Simulation of a curved beam showing total deformation using ANSYS R15.0. The deformation is visualized with color gradients from red (maximum) to blue (minimum). The frequency is 21.53 Hz, with values indicated in meters. Coordinates are shown in the X, Y, and Z axes.</alt-text>
</graphic>
</fig>
</sec>
<sec id="s9-7">
<label>9.7</label>
<title>Practical implications and nonlinear considerations</title>
<p>The findings of this study carry significant practical implications for the structural design and optimization of modern aircraft wings, particularly regarding vibration control and aeroelastic stability. The demonstrated sensitivity of natural frequencies and deflection characteristics to both wing geometry and spar configuration provides valuable guidance for early-stage wing design. Specifically, the higher modal frequencies observed in tapered I-section wings suggest improved resistance to aeroelastic instabilities such as flutter and divergence, making them suitable for medium-payload and Unmanned Aerial Vehicles (UAVs) operating under variable aerodynamic loads. Conversely, the greater compliance of swept box-spar wings may be advantageous in applications requiring enhanced energy absorption or structural flexibility, such as morphing or deployable wing systems. These insights confirm that structural tailoring through the careful selection of spar topology and airfoil thickness can effectively balance stiffness, weight, and vibration performance in practical aerospace structures.</p>
<p>It is important to note that the present analysis is based on linear elastic assumptions, neglecting both material and geometric nonlinearities. In realistic flight conditions, nonlinear effects can significantly alter the dynamic behavior of flexible wings. Geometric nonlinearity arising from large deflections may cause stiffness softening or hardening, resulting in frequency shifts or mode coupling, while material nonlinearity under high stress or fatigue loading could lead to local yielding or viscoelastic damping. Additionally, aeroelastic coupling between aerodynamic forces and structural deformation may amplify or suppress modal responses depending on flight conditions, potentially affecting flutter margins and overall dynamic stability.</p>
<p>To evaluate these complex interactions more accurately, future work should integrate nonlinear finite element formulations with Computational Fluid Dynamics (CFD) to perform fully coupled fluid&#x2013;structure interaction (FSI) analyses. This approach would enable the prediction of post-critical behavior, flutter onset, and dynamic stability under realistic aerodynamic excitations. Furthermore, experimental modal analysis and wind tunnel testing on scaled or composite prototypes are recommended to validate and calibrate the numerical findings. By combining these advanced numerical and experimental techniques, the present framework can be extended toward certification-level structural design, ensuring safer, more efficient, and dynamically robust aircraft wing systems.</p>
</sec>
</sec>
<sec sec-type="conclusion" id="s10">
<label>10</label>
<title>Conclusion</title>
<p>The current research has studied how the wing geometry and structural configuration can affect the vibrational characteristics of aircraft wings, using the FEM. The six NACA profiles of airfoils were examined under two major planforms, tapered and swept-back, with box-spar and I-section spars. Modal and deflection analysis was conducted in order to find the natural frequencies and deformation. Further, two-way ANOVA was also done in order to verify the level of statistical significance of the differences in the results achieved. The principal conclusions obtained based on the findings are:<list list-type="order">
<list-item>
<p>The tapered wings had greater natural frequencies than the swept-back wings in the six NACA investigated profiles. This is primarily because of the reduction in the effective spans and increased chordwise stiffness. The mean first mode frequency distribution of the tapered setup (9.75&#xa0;Hz) was nearly 25% higher than the swept wings (7.3&#xa0;Hz).</p>
</list-item>
<list-item>
<p>Box spar had 9.5%&#x2013;22% and 20%&#x2013;30% higher natural frequencies and deflection, respectively, compared to I-section spars, and this demonstrates that Box configuration had better energy absorption and tortional resistance under dynamic loading in addition to showing greater flexibility. On the other hand, the I-section spars exhibited increased bending stiffness and reduced modal deflections especially at longer modal frequencies.</p>
</list-item>
<list-item>
<p>It was demonstrated that the effect of thicknesses of airfoils on dynamic stiffness was significant. Thickest profiles such as NACA 2424 were the most successful in capturing the highest natural frequencies of approximately 250&#xa0;Hz in the sixth mode, and this indicates a positive relationship between rigidity and structural thickness.</p>
</list-item>
<list-item>
<p>Wings curvatures (camber) play a positive role on strengthen wings and increase their stiffness in terms of increasing natural frequency by 70%.</p>
</list-item>
<list-item>
<p>The finite element technique was also found to be very dependable and computationally efficient in estimating the vibration characteristics of airplane wings which gave a validated framework of initial aeroelastic and structural optimization.</p>
</list-item>
</list>
</p>
<p>Based on the obtained findings, it can be concluded that the tapered wings supported with I-section spars are the most favorable with weight efficiency, stiffness and vibration stability. In the other hand, swept box-spar configurations offer more flexibility beneficial for the high-speed applications. Since, the present work is limited to the linear elastic analysis; the nonlinear geometric and aeroelastic coupling effect might further affect the dynamic response. Also, further studies have to take into account the integrated Fluid-Structure Interaction (FSI) simulations as well as experimental modal testing in order to verify and extend these results under realistic flight conditions.</p>
</sec>
</body>
<back>
<sec sec-type="data-availability" id="s11">
<title>Data availability statement</title>
<p>The original contributions presented in the study are included in the article/supplementary material, further inquiries can be directed to the corresponding author.</p>
</sec>
<sec sec-type="author-contributions" id="s12">
<title>Author contributions</title>
<p>NH: Conceptualization, Data curation, Formal Analysis, Validation, Visualization, Writing &#x2013; original draft. AnA: Investigation, Resources, Writing &#x2013; original draft. AS: Data curation, Investigation, Methodology, Writing &#x2013; original draft. AAA: Data curation, Formal Analysis, Supervision, Validation, Visualization, Writing &#x2013; original draft. AmA: Formal Analysis, Resources, Supervision, Writing &#x2013; review and editing.</p>
</sec>
<sec sec-type="COI-statement" id="s14">
<title>Conflict of interest</title>
<p>The author(s) declared that this work was conducted in the absence of any commercial or financial relationships that could be construed as a potential conflict of interest.</p>
</sec>
<sec sec-type="ai-statement" id="s15">
<title>Generative AI statement</title>
<p>The author(s) declared that generative AI was not used in the creation of this manuscript.</p>
<p>Any alternative text (alt text) provided alongside figures in this article has been generated by Frontiers with the support of artificial intelligence and reasonable efforts have been made to ensure accuracy, including review by the authors wherever possible. If you identify any issues, please contact us.</p>
</sec>
<sec sec-type="disclaimer" id="s16">
<title>Publisher&#x2019;s note</title>
<p>All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article, or claim that may be made by its manufacturer, is not guaranteed or endorsed by the publisher.</p>
</sec>
<fn-group>
<fn fn-type="custom" custom-type="edited-by">
<p>
<bold>Edited by:</bold> <ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/2536106/overview">Vijay Raghunathan</ext-link>, King Mongkut&#x2019;s University of Technology North Bangkok, Thailand</p>
</fn>
<fn fn-type="custom" custom-type="reviewed-by">
<p>
<bold>Reviewed by:</bold> <ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/1527974/overview">Chitaranjan Pany</ext-link>, Vikram Sarabhai Space Centre, India</p>
<p>
<ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/2562780/overview">Jafrey Daniel James D.</ext-link>, K. Ramakrishnan College of Engineering (KRCE), India</p>
</fn>
</fn-group>
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</ref-list>
<sec id="s17">
<title>Nomenclature</title>
<def-list>
<def-item>
<term id="G1-fmech.2025.1729043">
<bold>a</bold>
<sub>
<bold>0</bold>
</sub>
</term>
<def>
<p>Two-dimensional airfoil lift slope</p>
</def>
</def-item>
<def-item>
<term id="G2-fmech.2025.1729043">
<bold>AR</bold>
</term>
<def>
<p>Aspect ratio</p>
</def>
</def-item>
<def-item>
<term id="G3-fmech.2025.1729043">
<bold>b</bold>
</term>
<def>
<p>wing span m</p>
</def>
</def-item>
<def-item>
<term id="G4-fmech.2025.1729043">
<bold>
<italic>C</italic>
</bold>
</term>
<def>
<p>Damping matrix. N.s/m</p>
</def>
</def-item>
<def-item>
<term id="G5-fmech.2025.1729043">
<bold>
<italic>C</italic>
</bold>
<sub>
<bold>
<italic>D</italic>
</bold>
</sub>
</term>
<def>
<p>Coefficient of drag.</p>
</def>
</def-item>
<def-item>
<term id="G6-fmech.2025.1729043">
<bold>C</bold>
<sub>
<bold>D0</bold>
</sub>
</term>
<def>
<p>Coefficient of drag at zero angle of attack</p>
</def>
</def-item>
<def-item>
<term id="G7-fmech.2025.1729043">
<bold>
<italic>C</italic>
</bold>
<sub>
<bold>
<italic>L</italic>
</bold>
</sub>
</term>
<def>
<p>Coefficient of lift</p>
</def>
</def-item>
<def-item>
<term id="G8-fmech.2025.1729043">
<bold>C</bold>
<sub>
<bold>r</bold>
</sub>
</term>
<def>
<p>Root chord lengths m</p>
</def>
</def-item>
<def-item>
<term id="G9-fmech.2025.1729043">
<bold>C</bold>
<sub>
<bold>t</bold>
</sub>
</term>
<def>
<p>Tip chord lengths m</p>
</def>
</def-item>
<def-item>
<term id="G10-fmech.2025.1729043">
<bold>
<italic>d</italic>
</bold>
</term>
<def>
<p>Displacement vector m</p>
</def>
</def-item>
<def-item>
<term id="G11-fmech.2025.1729043">
<bold>e</bold>
</term>
<def>
<p>Oswald constant</p>
</def>
</def-item>
<def-item>
<term id="G12-fmech.2025.1729043">
<bold>E</bold>
</term>
<def>
<p>Modulus of elasticity GPa</p>
</def>
</def-item>
<def-item>
<term id="G13-fmech.2025.1729043">
<bold>F</bold>
</term>
<def>
<p>Variance</p>
</def>
</def-item>
<def-item>
<term id="G14-fmech.2025.1729043">
<bold>
<italic>K</italic>
</bold>
</term>
<def>
<p>Stiffness matrix. N/m</p>
</def>
</def-item>
<def-item>
<term id="G15-fmech.2025.1729043">
<bold>MS</bold>
</term>
<def>
<p>Mean square</p>
</def>
</def-item>
<def-item>
<term id="G16-fmech.2025.1729043">
<bold>p</bold>
</term>
<def>
<p>Pressure. Pa</p>
</def>
</def-item>
<def-item>
<term id="G17-fmech.2025.1729043">
<bold>S</bold>
</term>
<def>
<p>Surface area m<sup>2</sup>
</p>
</def>
</def-item>
<def-item>
<term id="G18-fmech.2025.1729043">
<bold>t</bold>
</term>
<def>
<p>time s</p>
</def>
</def-item>
<def-item>
<term id="G19-fmech.2025.1729043">
<bold>u</bold>
</term>
<def>
<p>Fluid velocity. m/s</p>
</def>
</def-item>
<def-item>
<term id="G20-fmech.2025.1729043">
<bold>um</bold>
</term>
<def>
<p>Mesh velocity m/s</p>
</def>
</def-item>
<def-item>
<term id="G21-fmech.2025.1729043">
<bold>&#x3b1;</bold>
</term>
<def>
<p>Angle of attack Degree</p>
</def>
</def-item>
<def-item>
<term id="G22-fmech.2025.1729043">
<bold>&#x3b1;</bold>
<sub>
<bold>0</bold>
</sub>
</term>
<def>
<p>Zero lift angle of attack Degree</p>
</def>
</def-item>
<def-item>
<term id="G23-fmech.2025.1729043">
<bold>&#x3b1;</bold>
<sub>
<bold>w</bold>
</sub>
</term>
<def>
<p>Sweep angle Degree</p>
</def>
</def-item>
<def-item>
<term id="G24-fmech.2025.1729043">
<bold>&#x3bb;</bold>
</term>
<def>
<p>Taper ratio</p>
</def>
</def-item>
<def-item>
<term id="G25-fmech.2025.1729043">
<bold>
<italic>&#x3bc;</italic>
</bold>
<sub>
<bold>
<italic>f</italic>
</bold>
</sub>
</term>
<def>
<p>Fluid viscosity N.s/m<sup>2</sup>
</p>
</def>
</def-item>
<def-item>
<term id="G26-fmech.2025.1729043">
<bold>&#x3c1;</bold>
<sub>
<bold>f</bold>
</sub>
</term>
<def>
<p>Fluid density Kg/m<sup>3</sup>
</p>
</def>
</def-item>
<def-item>
<term id="G27-fmech.2025.1729043">
<bold>&#x3c1;</bold>
<sub>
<bold>s</bold>
</sub>
</term>
<def>
<p>Structural density Kg/m<sup>3</sup>
</p>
</def>
</def-item>
<def-item>
<term id="G28-fmech.2025.1729043">
<bold>&#x3c5;</bold>
</term>
<def>
<p>Poisson&#x2019;s ratio Unitless</p>
</def>
</def-item>
<def-item>
<term id="G29-fmech.2025.1729043">
<bold>&#x3c9;</bold>
<sub>
<bold>n</bold>
</sub>
</term>
<def>
<p>Natural frequency Rad/s</p>
</def>
</def-item>
</def-list>
<sec>
<title>Abbreviations</title>
<def-list>
<def-item>
<term id="G30-fmech.2025.1729043">
<bold>ANOVA</bold>
</term>
<def>
<p>Analysis of variance</p>
</def>
</def-item>
<def-item>
<term id="G31-fmech.2025.1729043">
<bold>APDL</bold>
</term>
<def>
<p>ANSYS Parametric Design Language</p>
</def>
</def-item>
<def-item>
<term id="G32-fmech.2025.1729043">
<bold>CFD</bold>
</term>
<def>
<p>Computational fluid dynamics</p>
</def>
</def-item>
<def-item>
<term id="G33-fmech.2025.1729043">
<bold>CSV</bold>
</term>
<def>
<p>Comma-separated values</p>
</def>
</def-item>
<def-item>
<term id="G34-fmech.2025.1729043">
<bold>FEM</bold>
</term>
<def>
<p>Finite element method</p>
</def>
</def-item>
<def-item>
<term id="G35-fmech.2025.1729043">
<bold>
<italic>f</italic>
</bold>
<sub>
<bold>
<italic>ext</italic>
</bold>
</sub>
</term>
<def>
<p>External aerodynamic loads.</p>
</def>
</def-item>
<def-item>
<term id="G36-fmech.2025.1729043">
<bold>FSI</bold>
</term>
<def>
<p>Fluid- Structure Interaction</p>
</def>
</def-item>
<def-item>
<term id="G37-fmech.2025.1729043">
<bold>FFT</bold>
</term>
<def>
<p>Fast Fourier transform</p>
</def>
</def-item>
<def-item>
<term id="G38-fmech.2025.1729043">
<bold>GVT</bold>
</term>
<def>
<p>Ground vibration testing</p>
</def>
</def-item>
<def-item>
<term id="G39-fmech.2025.1729043">
<bold>NACA</bold>
</term>
<def>
<p>National Advisory Committee for Aeronautics</p>
</def>
</def-item>
<def-item>
<term id="G40-fmech.2025.1729043">
<bold>UAVs</bold>
</term>
<def>
<p>Unmanned aerial vehicles</p>
</def>
</def-item>
</def-list>
</sec>
</sec>
</back>
</article>