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<front>
<journal-meta>
<journal-id journal-id-type="publisher-id">Front. Energy Res.</journal-id>
<journal-title>Frontiers in Energy Research</journal-title>
<abbrev-journal-title abbrev-type="pubmed">Front. Energy Res.</abbrev-journal-title>
<issn pub-type="epub">2296-598X</issn>
<publisher>
<publisher-name>Frontiers Media S.A.</publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id pub-id-type="publisher-id">1114263</article-id>
<article-id pub-id-type="doi">10.3389/fenrg.2023.1114263</article-id>
<article-categories>
<subj-group subj-group-type="heading">
<subject>Energy Research</subject>
<subj-group>
<subject>Original Research</subject>
</subj-group>
</subj-group>
</article-categories>
<title-group>
<article-title>Design and optimization of lithium-ion battery protector with auxetic honeycomb for in-plane impact using machine learning method</article-title>
<alt-title alt-title-type="left-running-head">Biharta 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/fenrg.2023.1114263">10.3389/fenrg.2023.1114263</ext-link>
</alt-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname>Biharta</surname>
<given-names>Michael Alfred Stephenson</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
<uri xlink:href="https://loop.frontiersin.org/people/2101149/overview"/>
</contrib>
<contrib contrib-type="author" corresp="yes">
<name>
<surname>Santosa</surname>
<given-names>Sigit Puji</given-names>
</name>
<xref ref-type="aff" rid="aff2">
<sup>2</sup>
</xref>
<xref ref-type="aff" rid="aff3">
<sup>3</sup>
</xref>
<xref ref-type="corresp" rid="c001">&#x2a;</xref>
</contrib>
<contrib contrib-type="author">
<name>
<surname>Widagdo</surname>
<given-names>Djarot</given-names>
</name>
<xref ref-type="aff" rid="aff2">
<sup>2</sup>
</xref>
<xref ref-type="aff" rid="aff4">
<sup>4</sup>
</xref>
</contrib>
</contrib-group>
<aff id="aff1">
<sup>1</sup>
<institution>Department of Aerospace Engineering</institution>, <institution>Faculty of Mechanical and Aerospace Engineering</institution>, <institution>Institut Teknologi Bandung (ITB)</institution>, <addr-line>Bandung</addr-line>, <country>Indonesia</country>
</aff>
<aff id="aff2">
<sup>2</sup>
<institution>Lightweight Structures Research Group</institution>, <institution>Faculty of Mechanical and Aerospace Engineering</institution>, <institution>Institut Teknologi Bandung (ITB)</institution>, <addr-line>Bandung</addr-line>, <country>Indonesia</country>
</aff>
<aff id="aff3">
<sup>3</sup>
<institution>National Center for Sustainable Transportation Technology (NCSTT)</institution>, <institution>Institut Teknologi Bandung (ITB)</institution>, <addr-line>Bandung</addr-line>, <country>Indonesia</country>
</aff>
<aff id="aff4">
<sup>4</sup>
<institution>National Defense Research Center</institution>, <institution>Institut Teknologi Bandung (ITB)</institution>, <addr-line>Bandung</addr-line>, <country>Indonesia</country>
</aff>
<author-notes>
<fn fn-type="edited-by">
<p>
<bold>Edited by:</bold> <ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/2026705/overview">Fenghui Wang</ext-link>, Northwestern Polytechnical University, China</p>
</fn>
<fn fn-type="edited-by">
<p>
<bold>Reviewed by:</bold> <ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/2133240/overview">Ru-Yang Yao</ext-link>, HUN, China</p>
<p>
<ext-link ext-link-type="uri" xlink:href="https://loop.frontiersin.org/people/2133349/overview">Hui Wei Yang</ext-link>, Taiyuan University of Technology, China</p>
</fn>
<corresp id="c001">&#x2a;Correspondence: Sigit Puji Santosa, <email>sigit.santosa@itb.ac.id</email>
</corresp>
<fn fn-type="other">
<p>This article was submitted to Energy Storage, a section of the journal Frontiers in Energy Research</p>
</fn>
</author-notes>
<pub-date pub-type="epub">
<day>01</day>
<month>02</month>
<year>2023</year>
</pub-date>
<pub-date pub-type="collection">
<year>2023</year>
</pub-date>
<volume>11</volume>
<elocation-id>1114263</elocation-id>
<history>
<date date-type="received">
<day>02</day>
<month>12</month>
<year>2022</year>
</date>
<date date-type="accepted">
<day>09</day>
<month>01</month>
<year>2023</year>
</date>
</history>
<permissions>
<copyright-statement>Copyright &#xa9; 2023 Biharta, Santosa and Widagdo.</copyright-statement>
<copyright-year>2023</copyright-year>
<copyright-holder>Biharta, Santosa and Widagdo</copyright-holder>
<license xlink:href="http://creativecommons.org/licenses/by/4.0/">
<p>This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). 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.</p>
</license>
</permissions>
<abstract>
<p>The lithium-ion battery is becoming a very important energy source for vehicles designated as electric vehicles. This relatively new energy source is much more efficient and cleaner than conventional fossil fuel. However, lithium-ion batteries have a high risk of fire during a crash, where the large deformation on the battery during the crash may cause thermal runaway. This research explores that idea by studying the design and optimization of sandwich-based auxetic honeycomb structures to protect the pouch battery cells for the battery pack system of electric vehicles undergoing axial impact load using machine learning methods. The optimization was done using Artificial Neural Network (ANN), and Non-Dominated Sorting Genetic Algorithm Type II (NSGA-II) combined with Technique for Order of Preference by Similarity to Ideal Solution (TOPSIS). Artificial Neural Network predicted the sandwich structure&#x2019;s specific energy absorption (SEA) and the maximum battery stress during deformation. NSGA-II combined with TOPSIS optimized the design using both of the predictors. Both creations of the training data and validation were done using the non-linear finite element method. The optimized design has a geometric shape of Double-U, a length of <inline-formula id="inf1">
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</inline-formula>, a width of <inline-formula id="inf2">
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<mml:math id="m4">
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
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</inline-formula> layer. The optimum design has a specific energy absorption of <inline-formula id="inf5">
<mml:math id="m5">
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<mml:mtext>&#x2009;</mml:mtext>
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</inline-formula>, well below the designated battery&#x2019;s von Mises stress limit of <inline-formula id="inf7">
<mml:math id="m7">
<mml:mrow>
<mml:mn>67.97</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
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<mml:mi>P</mml:mi>
<mml:mi>a</mml:mi>
</mml:mrow>
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</inline-formula>.</p>
</abstract>
<kwd-group>
<kwd>auxetic honeycomb</kwd>
<kwd>battery protection</kwd>
<kwd>crashworthiness</kwd>
<kwd>artificial neural network</kwd>
<kwd>NSGA-II</kwd>
</kwd-group>
</article-meta>
</front>
<body>
<sec id="s1">
<title>1 Introduction</title>
<p>Lithium-ion batteries play a crucial part in the modern world, frequently used as power components in consumer electronics, electric vehicles (EV), and battery-based energy storage systems (BESS). It continues to develop rapidly in various aspects, such as energy density, weight, and manufacturing processes. It is also being used in the transportation industry as an effort to reduce its carbon footprint on the environment (<xref ref-type="bibr" rid="B3">Battery University, 2018</xref>) (<xref ref-type="bibr" rid="B16">Hertzke, et al., 2018</xref>) (<xref ref-type="bibr" rid="B22">Li, et al., 2022</xref>).</p>
<p>This new application area presents new safety risks and can lead to accidents due to the variety of loads and conditions to which lithium-ion batteries are exposed during the operation of a vehicle or mobile BESS. Burning is the most common problem for Lithium-Ion batteries in an accident involving car and airplane batteries. For example, Boeing 787-8 from Japan Airlines at Logan International Airport in January 2013, Boeing 787 from All Nippon Airways in January 2013, and Boeing 787 from November 2017 (<xref ref-type="bibr" rid="B33">Sun, et al., 2020</xref>) (<xref ref-type="bibr" rid="B10">Drew &#x26; Mouawad, 2013</xref>) (<xref ref-type="bibr" rid="B10">Drew &#x26; Mouawad, 2013</xref>).</p>
<p>Post-crash fires make up a large portion of the fires. Thermal runaway in batteries causes post-crash fire (short circuits between various components of the battery) (<xref ref-type="bibr" rid="B2">Battery Power, 2019</xref>). A short circuit is created by physical contact between battery components due to battery deformation during an accident (<xref ref-type="bibr" rid="B5">Bisschop, et al., 2019</xref>). Lithium-ion battery fires can even pose a safety risk to emergency responders, as they can reignite even after the initial fire has been extinguished (<xref ref-type="bibr" rid="B26">Pietsch, 2021</xref>). According to Everyday Safety for Electric Vehicles (EVERSAFE) project, the longitudinal scenario especially rear-end collisions pose the highest risk due to limited regulatory requirements (<xref ref-type="bibr" rid="B37">Wisch, et al., 2014</xref>). This case is classified as in-plane impact loads, where layers of components within the pouch battery buckle under the load. (<xref ref-type="bibr" rid="B20">Kermani, et al., 2021</xref>). With the growing interest in lithium-ion batteries as energy storage in the transportation industry, there is an urgent need to find optimal battery protection and safety to reduce fire risk after an accident.</p>
<p>An optimum battery protector is characterized by high energy absorption capacity and high strength to reduce the deformation of the battery during impact. Also, the mass should be as light as possible to keep the vehicle light and use less energy. (<xref ref-type="bibr" rid="B31">Shi, et al., 2019</xref>). Various structures, such as a sandwich structure, are considered protection devices for lithium-ion batteries. Sandwich structures are used frequently in aerospace and construction because they are lightweight and have a high energy absorption capacity (<xref ref-type="bibr" rid="B40">Yazdani, et al., 2018</xref>) (<xref ref-type="bibr" rid="B6">Campbell, 2006</xref>).</p>
<p>Meta-structures, a repeated arrangement of unit cell structures, may be used to fill the core of a sandwich structure (<xref ref-type="bibr" rid="B6">Campbell, 2006</xref>). It is lighter than equivalent solid structures and has some natural examples, such as human bones and the honeycomb-like formations seen in beehives. Meta-structure can be further divided according to its form and property, such as auxetic, lattice, and chiral. The auxetic structure is a meta-structure in which each cell structure has a negative Poisson&#x2019;s ratio (NPR). When bent out of plane, the auxetic structure can produce a curved surface primarily distributed by positive Gaussian curvature. It can also increase resistance to shear deformation, improve indentation resistance at concentrated load points, and have high energy absorption and damping while remaining lightweight (<xref ref-type="bibr" rid="B14">Gibson &#x26; Ashby, 1997</xref>) (<xref ref-type="bibr" rid="B9">Cochrane, et al., n.d</xref>.) (<xref ref-type="bibr" rid="B30">Sakai &#x26; Ohsaki, 2021</xref>).</p>
<p>Auxetic property was first observed in artificial polyurethane foam in 1987 (<xref ref-type="bibr" rid="B21">Lakes, 1987</xref>). Since then, different auxetic materials, including crystal polymers, composites, metals, and ceramics, have been produced in various ways. Auxetic structure&#x2019;s unique properties in many situations have been discovered through research into auxetic material and its properties. The auxetic effect principally results from some typical microscopic traits, including re-entrant, rotation, and chirality characteristics, as shown in the micro-deformation modes of NPR materials. These works have created auxetic cellular structures made up of particular microstructures in recent years. These cellular formations are typically collections of model cells, such as chiral, re-entrant hexagonal, double arrowhead, and star-shaped units (<xref ref-type="bibr" rid="B35">Wang, et al., 2018</xref>).</p>
<p>This research studied battery protector from in-plane impact loads with sandwich-based auxetic honeycomb with in-plane impact. Four auxetic shapes were analyzed: double arrow (<xref ref-type="bibr" rid="B13">Gao, et al., 2020</xref>) (<xref ref-type="bibr" rid="B23">Ma, et al., 2018</xref>), double-U (<xref ref-type="bibr" rid="B15">Guo, et al., 2020</xref>), and two types of re-entrant where they differed in two principal directions (<xref ref-type="bibr" rid="B38">Wu, et al., 2020</xref>) (<xref ref-type="bibr" rid="B39">Xiao, et al., 2019</xref>) (<xref ref-type="bibr" rid="B24">Najafi, et al., 2020</xref>) (<xref ref-type="bibr" rid="B35">Wang, et al., 2018</xref>). This work uses the non-linear dynamics finite element approach for all numerical simulations (<xref ref-type="bibr" rid="B11">DYNAmore GmbH, 2021</xref>).</p>
<p>Machine learning methods are becoming very important in designing and optimizing a new product. Designers working with machine learning methods will have a tool to design faster and cheaper due to the increased speed and efficiency (<xref ref-type="bibr" rid="B25">Philips, 2018</xref>). This acceleration is specifically important in the market environment that demands faster product development. Many businesses focus on getting their latest products to consumers as fast as possible to stay competitive. Priority on speed to market can mean the difference in whether the public considers a company to be a leader or a follower (<xref ref-type="bibr" rid="B18">Indeed Editorial Team, 2021</xref>).</p>
<p>Previous research has focused on improving the sandwich-based auxetic structure to protect pouch batteries from out-of-plane impacts (<xref ref-type="bibr" rid="B4">Biharta, et al., 2022</xref>), where the sandwich core in the battery protection system might use an ideal 3D auxetic structure to reduce battery deformation. Previous research has been done on optimizing the sandwich-based lattice construction for battery protection from out-of-plane impact (<xref ref-type="bibr" rid="B28">Pratama, et al., 2021</xref>), where it has been successfully done to create a sandwich-based lattice structure to protect the battery from ground impact load. Previous research has been done on optimizing the tubular auxetic structure for non-module battery packs to reduce impact and heat dissipation (<xref ref-type="bibr" rid="B36">Wang, et al., 2021</xref>), where machine learning techniques have been successfully used to develop a tubular auxetic construction to safeguard the battery from impact stress and improve heat dissipation. This study varies by optimizing pouch battery protection based on sandwich-based auxetic honeycomb against in-plane impact loading using the machine learning method. The pouch battery numerical model was based on Kermani et al. (<xref ref-type="bibr" rid="B20">Kermani, et al., 2021</xref>). The four 2D auxetic honeycomb shapes are designed to be easier to manufacture with conventional manufacturing methods. This change is hoped to make this study&#x2019;s data easier to implement for another crashworthiness application.</p>
</sec>
<sec id="s2">
<title>2 Methodology</title>
<p>The design of experiment was made to be as continuous as possible and distributed by Latin Hypercube Sampling (LHS), where one hundred models were generated. The models created from the experiment design were then analyzed using the non-linear finite element method to produce the training data for optimization. Optimization was done using Artificial Neural Network combined with the NSGA-II method to find a sandwich-based auxetic honeycomb with the highest specific energy absorption (SEA) and results in enough battery deformation or the equivalent to not fail under in-plane impact loading within a limited space. The research follows the flowchart shown in <xref ref-type="fig" rid="F1">Figure 1</xref>.</p>
<fig id="F1" position="float">
<label>FIGURE 1</label>
<caption>
<p>Research flowchart.</p>
</caption>
<graphic xlink:href="fenrg-11-1114263-g001.tif"/>
</fig>
<sec id="s2-1">
<title>2.1 Design of experiment</title>
<p>The Design of Experiment (DoE) was created using Latin Hypercube Sampling (LHS) methodology. On each one-dimensional projection, LHS is based on stratification and provides good homogeneity (<xref ref-type="bibr" rid="B17">Hou, et al., 2012</xref>).</p>
<p>The geometric parameters will highly influence the DoE&#x2019;s parameters, so new ones must be developed to accommodate all geometric shapes and simplify the optimization process. Five parameters were chosen: length (L), width (W), bending&#x2019;s height (H), cross section&#x2019;s thickness (t), and the number of layers (n). The number of layers explains how many auxetic cells were stacked on top of each other in the &#x201c;L&#x201d; direction. An illustration of the new geometric parameters is shown in <xref ref-type="fig" rid="F2">Figure 2</xref>.</p>
<fig id="F2" position="float">
<label>FIGURE 2</label>
<caption>
<p>New geometric parameters, from left to right: DA, DU, RE-A, RE-B.</p>
</caption>
<graphic xlink:href="fenrg-11-1114263-g002.tif"/>
</fig>
<p>Five parameters were then chosen for the DoE&#x2019;s parameters, consisting of three continuous and two categorical parameters, shown in <xref ref-type="table" rid="T1">Table 1</xref>.</p>
<table-wrap id="T1" position="float">
<label>TABLE 1</label>
<caption>
<p>Parameters and levels of the design of experiment.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th rowspan="2" align="center">Parameters</th>
<th colspan="4" align="center">Level</th>
</tr>
<tr>
<th align="left">1 (or min)</th>
<th align="center">2</th>
<th align="center">3</th>
<th align="left">4 (or max)</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="left">Length (L, <inline-formula id="inf8">
<mml:math id="m8">
<mml:mrow>
<mml:mi>m</mml:mi>
<mml:mi>m</mml:mi>
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</inline-formula>)</td>
<td align="right">6</td>
<td align="left">&#xa0;</td>
<td align="left">&#xa0;</td>
<td align="right">10</td>
</tr>
<tr>
<td align="left">Ratio Width/Length (Wr)</td>
<td align="right">0.7</td>
<td align="left">&#xa0;</td>
<td align="left">&#xa0;</td>
<td align="right">1.2</td>
</tr>
<tr>
<td align="left">Cross Section&#x2019;s Thickness (t, <inline-formula id="inf9">
<mml:math id="m9">
<mml:mrow>
<mml:mi>m</mml:mi>
<mml:mi>m</mml:mi>
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<td align="right">0.4</td>
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<td align="left">&#xa0;</td>
<td align="right">0.6</td>
</tr>
<tr>
<td align="left">Number of layers (n)</td>
<td align="right">1</td>
<td align="right">2</td>
<td align="right">3</td>
<td align="right">4</td>
</tr>
<tr>
<td align="left">Geometry</td>
<td align="right">DA</td>
<td align="right">DU</td>
<td align="right">RE-A</td>
<td align="right">RE-B</td>
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<p>The value for each level was selected based on several considerations. The minimum and maximum lengths were chosen to keep the whole system small but still can protect the battery. The minimum and maximum ratio of width/length were chosen to provide enough variety to the shape of individual auxetic honeycomb while not taking too much space. The minimum and maximum cross section&#x2019;s thickness were chosen to keep within the geometrical constraint while stable enough during the numerical simulation. The number of layers was chosen to observe the significance of the number of layers. The bending&#x2019;s height (h) was set at a fixed ratio of 0.3 of the length for all geometry. Each parameter was rounded to two decimal places to ease the data input. The 3D plot of the first three parameters (all continuous parameters) is shown in <xref ref-type="sec" rid="s10">Supplementary Figure S1</xref>.</p>
<p>A total of 103 different models were generated, 100 models using the LHS method, and three models (model no. 101, 102, 103) were generated from failed optimization attempts to fill the three failed numerical analyses from the original design of experiment (model no. 9, 24, and 88).</p>
</sec>
<sec id="s2-2">
<title>2.2 Battery numerical modeling</title>
<p>Pouch batteries are employed as the test subject. A homogenized macro model by Kermani et al. (<xref ref-type="bibr" rid="B20">Kermani, et al., 2021</xref>) serves as the foundation for the numerical model for pouch batteries.</p>
<p>The battery cell was axially squeezed with a flat impactor that moved uniformly downward, much like in the reference (see <xref ref-type="fig" rid="F3">Figure 3</xref>). A rigid wall (brown) was used to restrict the cell in the machine (in-plane) direction. Two rigid walls (turquoise and violet) were utilized to confine the cell in the through-thickness (out-of-plane) direction. The impactor was sized to be twice the length and thickness of the battery to compensate for any deformation during the compression.</p>
<fig id="F3" position="float">
<label>FIGURE 3</label>
<caption>
<p>General configuration of battery validation model.</p>
</caption>
<graphic xlink:href="fenrg-11-1114263-g003.tif"/>
</fig>
<p>The battery&#x2019;s dimension in this study is <inline-formula id="inf10">
<mml:math id="m10">
<mml:mrow>
<mml:mn>60</mml:mn>
<mml:mo>&#xd7;</mml:mo>
<mml:mn>34</mml:mn>
<mml:mo>&#xd7;</mml:mo>
<mml:mn>5.35</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
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</inline-formula> with an element size of <inline-formula id="inf11">
<mml:math id="m11">
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mo>&#xd7;</mml:mo>
<mml:mn>1</mml:mn>
<mml:mo>&#xd7;</mml:mo>
<mml:mn>0.486</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
<mml:mi>m</mml:mi>
</mml:mrow>
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</inline-formula>. The battery&#x2019;s cell was modeled using constant stress solid element (ELFORM &#x3d; 1), Flanagan-Belytschko stiffness hourglass form, and anisotropic honeycomb (MAT_126) material model with a material property that is summarized in <xref ref-type="table" rid="T2">Table 2</xref> and <xref ref-type="sec" rid="s10">Supplementary Figure S2</xref>.</p>
<table-wrap id="T2" position="float">
<label>TABLE 2</label>
<caption>
<p>Material property of battery&#x2019;s foam (<xref ref-type="bibr" rid="B29">Sahraei, et al., 2012</xref>) (<xref ref-type="bibr" rid="B20">Kermani, et al., 2021</xref>).</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="center">Variable</th>
<th align="center">Value</th>
<th align="center">Unit</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="left">Density (<inline-formula id="inf12">
<mml:math id="m12">
<mml:mrow>
<mml:mi>&#x3c1;</mml:mi>
<mml:mi>&#x3c1;</mml:mi>
<mml:mo>:</mml:mo>
</mml:mrow>
</mml:math>
</inline-formula>)</td>
<td align="right">
<inline-formula id="inf13">
<mml:math id="m13">
<mml:mrow>
<mml:mn>1.7409</mml:mn>
<mml:mo>&#xd7;</mml:mo>
<mml:msup>
<mml:mn>10</mml:mn>
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>6</mml:mn>
</mml:mrow>
</mml:msup>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="left">
<inline-formula id="inf14">
<mml:math id="m14">
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mrow>
<mml:mi>K</mml:mi>
<mml:mi>g</mml:mi>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:mi>m</mml:mi>
<mml:msup>
<mml:mi>m</mml:mi>
<mml:mn>3</mml:mn>
</mml:msup>
</mml:mrow>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
</tr>
<tr>
<td align="left">Poisson&#x2019;s Ratio (<inline-formula id="inf15">
<mml:math id="m15">
<mml:mrow>
<mml:mi>v</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>)</td>
<td align="right">
<inline-formula id="inf16">
<mml:math id="m16">
<mml:mrow>
<mml:mn>0.01</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="left">&#x2014;</td>
</tr>
<tr>
<td align="left">Relative Volume (VF)</td>
<td align="right">
<inline-formula id="inf17">
<mml:math id="m17">
<mml:mrow>
<mml:mn>0.7</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="left">&#x2014;</td>
</tr>
<tr>
<td align="left">Elastic Modulus (EAAU, EBBU, ECCU)</td>
<td align="right">
<inline-formula id="inf18">
<mml:math id="m18">
<mml:mrow>
<mml:mn>0.5</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="left">
<inline-formula id="inf19">
<mml:math id="m19">
<mml:mrow>
<mml:mi>G</mml:mi>
<mml:mi>P</mml:mi>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
</tr>
<tr>
<td align="left">Shear Modulus (GABU, GBCU, GCAU)</td>
<td align="right">
<inline-formula id="inf20">
<mml:math id="m20">
<mml:mrow>
<mml:mn>0.2273</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="left">
<inline-formula id="inf21">
<mml:math id="m21">
<mml:mrow>
<mml:mi>G</mml:mi>
<mml:mi>P</mml:mi>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
</tr>
<tr>
<td align="left">Elastic Modulus (<inline-formula id="inf22">
<mml:math id="m22">
<mml:mrow>
<mml:mi>E</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>)</td>
<td align="right">
<inline-formula id="inf23">
<mml:math id="m23">
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="left">
<inline-formula id="inf24">
<mml:math id="m24">
<mml:mrow>
<mml:mi>G</mml:mi>
<mml:mi>P</mml:mi>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
</tr>
<tr>
<td align="left">Yield Stress <inline-formula id="inf25">
<mml:math id="m25">
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c3;</mml:mi>
<mml:mi>y</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="right">
<inline-formula id="inf26">
<mml:math id="m26">
<mml:mrow>
<mml:mn>0.18</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="left">
<inline-formula id="inf27">
<mml:math id="m27">
<mml:mrow>
<mml:mi>G</mml:mi>
<mml:mi>P</mml:mi>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>The simulation is carried out in a quasistatic mode, with the impactor&#x2019;s velocity applied as a prescribed motion velocity, with a final velocity of <inline-formula id="inf28">
<mml:math id="m28">
<mml:mrow>
<mml:mn>0.1</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mrow>
<mml:mi>m</mml:mi>
<mml:mo>/</mml:mo>
<mml:mi>s</mml:mi>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> in the direction of <inline-formula id="inf29">
<mml:math id="m29">
<mml:mrow>
<mml:mi>Y</mml:mi>
<mml:mo>&#x2212;</mml:mo>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>D</mml:mi>
<mml:mi>O</mml:mi>
<mml:mi>F</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>2</mml:mn>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>. Every node of impactor elements&#x2019; movement is restricted in all directions bar the <inline-formula id="inf30">
<mml:math id="m30">
<mml:mrow>
<mml:mi>Y</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> direction to ensure that the impactor moves without deflection.</p>
<p>There are three types of contact in battery simulation: Automatic Single Surface applied to the battery, One Way Surface to Surface applied between the battery and the impactor, and Interior applied to the battery.</p>
<p>The displacement of the battery was measured by the distance between the node right in the center of the battery. The load was measured by measuring the load between the battery and the rigidwall behind the battery. This was done because, despite the writer&#x2019;s best efforts, there is still small penetration between the battery and the impactor, so no measurement was taken on the impactor.</p>
<p>It was found that the risk of a short circuit is much higher on this pouch battery when it is compressed at about <inline-formula id="inf31">
<mml:math id="m31">
<mml:mrow>
<mml:mn>12</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mtext>m</mml:mtext>
<mml:mtext>m</mml:mtext>
</mml:mrow>
</mml:math>
</inline-formula> (See <xref ref-type="fig" rid="F4">Figure 4</xref>). However, to add more challenges to the optimization process, we have decided to limit the battery deformation to about <inline-formula id="inf32">
<mml:math id="m32">
<mml:mrow>
<mml:mn>10</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mtext>m</mml:mtext>
<mml:mtext>m</mml:mtext>
</mml:mrow>
</mml:math>
</inline-formula>.</p>
<fig id="F4" position="float">
<label>FIGURE 4</label>
<caption>
<p>Comparison of force curve between reference and writer&#x2019;s result.</p>
</caption>
<graphic xlink:href="fenrg-11-1114263-g004.tif"/>
</fig>
<p>Battery&#x2019;s von Mises stress was used to measure exactly when the battery in the system model failed. This is done because the load condition in system modeling is dynamic load, where the stress distribution during deformation will not be as uniform as in the validation model. Furthermore, multiple battery configurations were used in the system modeling, complicating the measuring process. The von Mises stress when the battery is compressed at about <inline-formula id="inf33">
<mml:math id="m33">
<mml:mrow>
<mml:mn>10</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> is <inline-formula id="inf34">
<mml:math id="m34">
<mml:mrow>
<mml:mn>67.97</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>M</mml:mi>
<mml:mi>P</mml:mi>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> (shown in <xref ref-type="fig" rid="F5">Figure 5</xref>).</p>
<fig id="F5" position="float">
<label>FIGURE 5</label>
<caption>
<p>Battery&#x2019;s von Mises stress on 10&#xa0;mm deformation (all rigidwalls and impactor hidden).</p>
</caption>
<graphic xlink:href="fenrg-11-1114263-g005.tif"/>
</fig>
</sec>
<sec id="s2-3">
<title>2.3 System numerical modeling</title>
<sec id="s2-3-1">
<title>2.3.1 General configuration</title>
<p>The general configuration for the system modeling is based on Audi Q4&#x2019;s battery system. Crash structures were reinterpreted as thick plate structures that still functions to hold the battery in place and transfer load during a crash, now called support structure. Lower protection and housing cover were reinterpreted as thin plate structures that sandwich the battery packs and crash structures, now called plate structures. In many electric vehicles, including Audi Q4 e-tron, the battery frame consists of extruded tubular cells (<xref ref-type="bibr" rid="B1">Aluminum Extruders Council, n.d.</xref>). This part was reinterpreted as a sandwich-based auxetic honeycomb structure designed to protect the battery pack. The result can be seen in <xref ref-type="fig" rid="F6">Figure 6</xref>, with the battery housing system detailed in <xref ref-type="fig" rid="F7">Figure 7</xref> and the sandwich structure detailed in <xref ref-type="fig" rid="F8">Figure 8</xref>.</p>
<fig id="F6" position="float">
<label>FIGURE 6</label>
<caption>
<p>General configuration of the system model.</p>
</caption>
<graphic xlink:href="fenrg-11-1114263-g006.tif"/>
</fig>
<fig id="F7" position="float">
<label>FIGURE 7</label>
<caption>
<p>Exploded view of the battery housing system, consisting of 6 battery packs (pink), the support structure (blue), and the plate structure (green).</p>
</caption>
<graphic xlink:href="fenrg-11-1114263-g007.tif"/>
</fig>
<fig id="F8" position="float">
<label>FIGURE 8</label>
<caption>
<p>Sandwich structure, consisting of plate sandwich (red and green) and auxetic honeycomb (yellow).</p>
</caption>
<graphic xlink:href="fenrg-11-1114263-g008.tif"/>
</fig>
</sec>
<sec id="s2-3-2">
<title>2.3.2 Impactor and wall</title>
<p>Impactor was designed from Moving Deformable Barrier (MDB) for side impact according to FMVSS No. 214, Dynamic Side Impact Protection (<xref ref-type="bibr" rid="B32">Smith, 2005</xref>). New Car Assessment Program (NCAP) for the 2019 Audi e-tron quattro 5-Door SUV was used to obtain the velocity of the MDB (<xref ref-type="bibr" rid="B12">Fischer, 2019</xref>). Both impactor and wall were modeled as a rigid plate with twice the area of the battery, <inline-formula id="inf35">
<mml:math id="m35">
<mml:mrow>
<mml:mn>1</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> of thickness, <inline-formula id="inf36">
<mml:math id="m36">
<mml:mrow>
<mml:mn>3</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> of element size, and using fully integrated shell element (ELFORM &#x3d; 16), Eq. 8 hourglass form that is only applicable to the type 16 fully integrated shell element, and rigid (MAT_020) material model.</p>
<p>The total mass of MDB is <inline-formula id="inf37">
<mml:math id="m37">
<mml:mrow>
<mml:mn>1,367.60</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>K</mml:mi>
<mml:mi>g</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> and a total velocity of <inline-formula id="inf38">
<mml:math id="m38">
<mml:mrow>
<mml:mrow>
<mml:mn>61.68</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>K</mml:mi>
<mml:mi>m</mml:mi>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mi>h</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> or <inline-formula id="inf39">
<mml:math id="m39">
<mml:mrow>
<mml:mrow>
<mml:mn>17.13</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mi>s</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>. The bumper area was assumed to be the only MDB part directly contacting the battery system. The mass was scaled according to the area of the battery that was impacted. With the area of the bumper of <inline-formula id="inf40">
<mml:math id="m40">
<mml:mrow>
<mml:mn>1,676</mml:mn>
<mml:mo>&#xd7;</mml:mo>
<mml:mn>203</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, the density of the impactor for the simulation is <inline-formula id="inf41">
<mml:math id="m41">
<mml:mrow>
<mml:mrow>
<mml:mn>2.01</mml:mn>
<mml:mo>&#xd7;</mml:mo>
<mml:msup>
<mml:mn>10</mml:mn>
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>3</mml:mn>
</mml:mrow>
</mml:msup>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>K</mml:mi>
<mml:mi>g</mml:mi>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:mi>m</mml:mi>
<mml:msup>
<mml:mi>m</mml:mi>
<mml:mn>3</mml:mn>
</mml:msup>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>. The material property of Al 2024-T3 was used for other material properties. The material property of the wall and impactor is summarized in <xref ref-type="table" rid="T3">Table 3</xref>.</p>
<table-wrap id="T3" position="float">
<label>TABLE 3</label>
<caption>
<p>Material property of wall and impactor (<xref ref-type="bibr" rid="B8">Chen &#x26; Ingraffea, 2002</xref>).</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="center">Variable</th>
<th align="center">Value</th>
<th align="center">Unit</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="left">Density (<inline-formula id="inf42">
<mml:math id="m42">
<mml:mrow>
<mml:mi>&#x3c1;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>)</td>
<td align="right">
<inline-formula id="inf43">
<mml:math id="m43">
<mml:mrow>
<mml:mn>2.01</mml:mn>
<mml:mo>&#xd7;</mml:mo>
<mml:msup>
<mml:mn>10</mml:mn>
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>3</mml:mn>
</mml:mrow>
</mml:msup>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="left">
<inline-formula id="inf44">
<mml:math id="m44">
<mml:mrow>
<mml:mrow>
<mml:mi>K</mml:mi>
<mml:mi>g</mml:mi>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:mi>m</mml:mi>
<mml:msup>
<mml:mi>m</mml:mi>
<mml:mn>3</mml:mn>
</mml:msup>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
</tr>
<tr>
<td align="left">Elastic Modulus (<inline-formula id="inf45">
<mml:math id="m45">
<mml:mrow>
<mml:mi>E</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>)</td>
<td align="right">
<inline-formula id="inf46">
<mml:math id="m46">
<mml:mrow>
<mml:mn>72.39</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="left">
<inline-formula id="inf47">
<mml:math id="m47">
<mml:mrow>
<mml:mi>G</mml:mi>
<mml:mi>P</mml:mi>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
</tr>
<tr>
<td align="left">Poisson&#x2019;s Ratio (<inline-formula id="inf48">
<mml:math id="m48">
<mml:mrow>
<mml:mi>v</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>)</td>
<td align="right">
<inline-formula id="inf49">
<mml:math id="m49">
<mml:mrow>
<mml:mn>0.33</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="left">&#xa0;</td>
</tr>
</tbody>
</table>
</table-wrap>
<p>Instead of the total velocity of the MDB, normal velocity was used as the initial velocity for the impactor. Because the MDB move in a <inline-formula id="inf50">
<mml:math id="m50">
<mml:mrow>
<mml:mrow>
<mml:mn>27</mml:mn>
<mml:mo>&#xb0;</mml:mo>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> direction, the normal velocity for the impactor is <inline-formula id="inf51">
<mml:math id="m51">
<mml:mrow>
<mml:mrow>
<mml:mn>15.27</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mi>s</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>. The initial velocity is applied to every impactor node in the direction of <inline-formula id="inf52">
<mml:math id="m52">
<mml:mrow>
<mml:mi>Y</mml:mi>
<mml:mo>&#x2212;</mml:mo>
</mml:mrow>
</mml:math>
</inline-formula> (<bold>DOF &#x3d; 2</bold>). Every node of the wall nodes is restricted in all directions, and every node of the impactor nodes is restricted in all directions but the <inline-formula id="inf53">
<mml:math id="m53">
<mml:mrow>
<mml:mi>Y</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> direction.</p>
</sec>
<sec id="s2-3-3">
<title>2.3.3 Battery housing system</title>
<p>The battery housing system consists of six battery packs, support structure, and plate structure (see <xref ref-type="fig" rid="F9">Figure 9</xref>). Battery packs are taken from the validation model (see Chapter 2.2) with the same dimension, mesh, element formulation, material, and hourglass formulation. These battery packs were placed within the available spaces of the support structure (see <xref ref-type="fig" rid="F7">Figure 7</xref>).</p>
<fig id="F9" position="float">
<label>FIGURE 9</label>
<caption>
<p>Support structure <bold>(A)</bold>, Plate structure <bold>(B)</bold>.</p>
</caption>
<graphic xlink:href="fenrg-11-1114263-g009.tif"/>
</fig>
<p>The support structure was modeled as <inline-formula id="inf54">
<mml:math id="m54">
<mml:mrow>
<mml:mn>3</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> thick plates with <inline-formula id="inf55">
<mml:math id="m55">
<mml:mrow>
<mml:mn>5.35</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> height (the same as the thickness of the battery pack) and <inline-formula id="inf56">
<mml:math id="m56">
<mml:mrow>
<mml:mn>2</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> element size. The plate structure was modeled as a <inline-formula id="inf57">
<mml:math id="m57">
<mml:mrow>
<mml:mn>189</mml:mn>
<mml:mo>&#xd7;</mml:mo>
<mml:mn>74</mml:mn>
<mml:mo>&#xd7;</mml:mo>
<mml:mn>1</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> plate; <inline-formula id="inf58">
<mml:math id="m58">
<mml:mrow>
<mml:mn>2</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> element size. Both support and plate structure were modeled using a fully integrated shell element (ELFORM &#x3d; 16), Eq. 8 hourglass form that is only applicable to the type 16 fully integrated shell element, and piecewise linear plasticity (MAT_24) material model with Al 2024-T3 material property (summarized in <xref ref-type="table" rid="T4">Table 4</xref>; <xref ref-type="sec" rid="s10">Supplementary Figure S3</xref>).</p>
<table-wrap id="T4" position="float">
<label>TABLE 4</label>
<caption>
<p>Material property of Al 2024-T3 (<xref ref-type="bibr" rid="B8">Chen &#x26; Ingraffea, 2002</xref>).</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="center">Variable</th>
<th align="center">Value</th>
<th align="center">Unit</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="left">Density (<inline-formula id="inf59">
<mml:math id="m59">
<mml:mrow>
<mml:mi>&#x3c1;</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>)</td>
<td align="right">
<inline-formula id="inf60">
<mml:math id="m60">
<mml:mrow>
<mml:mn>2.78</mml:mn>
<mml:mo>&#xd7;</mml:mo>
<mml:msup>
<mml:mn>10</mml:mn>
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>6</mml:mn>
</mml:mrow>
</mml:msup>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="left">
<inline-formula id="inf61">
<mml:math id="m61">
<mml:mrow>
<mml:mrow>
<mml:mi>K</mml:mi>
<mml:mi>g</mml:mi>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:mi>m</mml:mi>
<mml:msup>
<mml:mi>m</mml:mi>
<mml:mn>3</mml:mn>
</mml:msup>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
</tr>
<tr>
<td align="left">Elastic Modulus (<inline-formula id="inf62">
<mml:math id="m62">
<mml:mrow>
<mml:mi>E</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>)</td>
<td align="right">
<inline-formula id="inf63">
<mml:math id="m63">
<mml:mrow>
<mml:mn>72.39</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="left">
<inline-formula id="inf64">
<mml:math id="m64">
<mml:mrow>
<mml:mi>G</mml:mi>
<mml:mi>P</mml:mi>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
</tr>
<tr>
<td align="left">Poisson&#x2019;s Ratio (<inline-formula id="inf65">
<mml:math id="m65">
<mml:mrow>
<mml:mi>v</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>)</td>
<td align="right">
<inline-formula id="inf66">
<mml:math id="m66">
<mml:mrow>
<mml:mn>0.33</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="left">&#xa0;</td>
</tr>
<tr>
<td align="left">Yield Stress <inline-formula id="inf67">
<mml:math id="m67">
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>&#x3c3;</mml:mi>
<mml:mi>y</mml:mi>
</mml:msub>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="right">
<inline-formula id="inf68">
<mml:math id="m68">
<mml:mrow>
<mml:mn>0.29</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="left">
<inline-formula id="inf69">
<mml:math id="m69">
<mml:mrow>
<mml:mi>G</mml:mi>
<mml:mi>P</mml:mi>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
</tr>
</tbody>
</table>
</table-wrap>
</sec>
<sec id="s2-3-4">
<title>2.3.4 Sandwich structure</title>
<p>The sandwich structure consists of two plate sandwich and an auxetic honeycomb as the core of the sandwich structure. The plate sandwich was modeled as a <inline-formula id="inf70">
<mml:math id="m70">
<mml:mrow>
<mml:mn>189</mml:mn>
<mml:mo>&#xd7;</mml:mo>
<mml:mn>6.35</mml:mn>
<mml:mo>&#xd7;</mml:mo>
<mml:mn>1</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> plate and <inline-formula id="inf71">
<mml:math id="m71">
<mml:mrow>
<mml:mn>2</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> element size. The auxetic honeycomb numerical model was further developed from Carakapurwa et al. (<xref ref-type="bibr" rid="B7">Carakapurwa &#x26; Santosa, 2022</xref>) with changes in the contact and control cards. It was modeled as a plate structure that is configured according to the design of experiment (see Chapter 2.1) with <inline-formula id="inf72">
<mml:math id="m72">
<mml:mrow>
<mml:mn>6.35</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> height and <inline-formula id="inf73">
<mml:math id="m73">
<mml:mrow>
<mml:mn>0.5</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> element size.</p>
<p>Both plate sandwich and auxetic honeycomb were modeled using fully integrated shell element (ELFORM &#x3d; 16), Equation 8 hourglass form that is only applicable to the type 16 fully integrated shell element, and piecewise linear plasticity (MAT_24) material model with Al 2024-T3 material property (summarized in <xref ref-type="table" rid="T4">Table 4</xref>; <xref ref-type="sec" rid="s10">Supplementary Figure S3</xref>). The auxetic honeycomb was placed directly between the two plate sandwiches (see <xref ref-type="fig" rid="F8">Figure 8</xref>).</p>
</sec>
<sec id="s2-3-5">
<title>2.3.5 Contact and control</title>
<p>There are five types of contact in system simulation.<list list-type="simple">
<list-item>
<p>- Automatic General applied to the sandwich structure in this simulation.</p>
</list-item>
<list-item>
<p>- Automatic Single Surface applied to the battery packs, support and plate structure.</p>
</list-item>
<list-item>
<p>- Automatic Surface to Surface applied between battery&#x2013;support and plate structure, support and plate structure&#x2013;impactor, support and plate structure&#x2013;plate sandwich (front), and impactor&#x2013;both plate sandwiches.</p>
</list-item>
<list-item>
<p>- Tied Shell Edge to Surface Beam Offset applied between support structure&#x2013;plate structure, wall&#x2013;support and plate structure, auxetic structure&#x2013;both plate sandwiches, and plate sandwich (back)&#x2014;support structure, and Interior applied to all battery packs.</p>
</list-item>
</list>
</p>
<p>The simulation&#x2019;s control parameters are contact, energy, shell, termination, and timestep. Termination time of the simulation was calculated by Eq. <xref ref-type="disp-formula" rid="e1">1</xref>. The simulation result was then rounded up to 2 decimal places. We found that this method is sufficient for most models except model no. 13, for which we have to add another <inline-formula id="inf74">
<mml:math id="m74">
<mml:mrow>
<mml:mn>0.2</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
<mml:mi>s</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> to the termination time.<disp-formula id="e1">
<mml:math id="m75">
<mml:mrow>
<mml:msub>
<mml:mrow>
<mml:mi mathvariant="italic">T</mml:mi>
<mml:mi mathvariant="italic">e</mml:mi>
<mml:mi mathvariant="italic">r</mml:mi>
<mml:mi mathvariant="italic">m</mml:mi>
<mml:mi mathvariant="italic">i</mml:mi>
<mml:mi mathvariant="italic">n</mml:mi>
<mml:mi mathvariant="italic">a</mml:mi>
<mml:mi mathvariant="italic">t</mml:mi>
<mml:mi mathvariant="italic">i</mml:mi>
<mml:mi mathvariant="italic">o</mml:mi>
<mml:mi mathvariant="italic">n</mml:mi>
<mml:mo>&#x2006;</mml:mo>
<mml:mi mathvariant="italic">T</mml:mi>
<mml:mi mathvariant="italic">i</mml:mi>
<mml:mi mathvariant="italic">m</mml:mi>
<mml:mi mathvariant="italic">e</mml:mi>
</mml:mrow>
<mml:mi>i</mml:mi>
</mml:msub>
<mml:mtable columnalign="center">
<mml:mtr>
<mml:mtd>
<mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:msub>
<mml:mi>Y</mml:mi>
<mml:msub>
<mml:mrow>
<mml:mi mathvariant="italic">T</mml:mi>
<mml:mi mathvariant="italic">o</mml:mi>
<mml:mi mathvariant="italic">t</mml:mi>
<mml:mi mathvariant="italic">a</mml:mi>
<mml:mi mathvariant="italic">l</mml:mi>
<mml:mo>&#x2006;</mml:mo>
<mml:mi mathvariant="italic">G</mml:mi>
<mml:mi mathvariant="italic">e</mml:mi>
<mml:mi mathvariant="italic">o</mml:mi>
<mml:mi mathvariant="italic">m</mml:mi>
<mml:mi mathvariant="italic">e</mml:mi>
<mml:mi mathvariant="italic">t</mml:mi>
<mml:mi mathvariant="italic">r</mml:mi>
<mml:mi mathvariant="italic">y</mml:mi>
</mml:mrow>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:msub>
</mml:mrow>
<mml:mrow>
<mml:msub>
<mml:mi>V</mml:mi>
<mml:mrow>
<mml:mi mathvariant="italic">I</mml:mi>
<mml:mi mathvariant="italic">n</mml:mi>
<mml:mi mathvariant="italic">t</mml:mi>
<mml:mi mathvariant="italic">i</mml:mi>
<mml:mi mathvariant="italic">a</mml:mi>
<mml:mi mathvariant="italic">l</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:mfrac>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>2</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
<mml:mi>s</mml:mi>
</mml:mrow>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
</mml:math>
<label>(1)</label>
</disp-formula>Where, <inline-formula id="inf75">
<mml:math id="m76">
<mml:mrow>
<mml:msub>
<mml:mrow>
<mml:mi mathvariant="normal">T</mml:mi>
<mml:mi mathvariant="normal">e</mml:mi>
<mml:mi mathvariant="normal">r</mml:mi>
<mml:mi mathvariant="normal">m</mml:mi>
<mml:mi mathvariant="normal">i</mml:mi>
<mml:mi mathvariant="normal">n</mml:mi>
<mml:mi mathvariant="normal">a</mml:mi>
<mml:mi mathvariant="normal">t</mml:mi>
<mml:mi mathvariant="normal">i</mml:mi>
<mml:mi mathvariant="normal">o</mml:mi>
<mml:mi mathvariant="normal">n</mml:mi>
<mml:mo>&#x2006;</mml:mo>
<mml:mi mathvariant="normal">T</mml:mi>
<mml:mi mathvariant="normal">i</mml:mi>
<mml:mi mathvariant="normal">m</mml:mi>
<mml:mi mathvariant="normal">e</mml:mi>
</mml:mrow>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the termination time for model <inline-formula id="inf76">
<mml:math id="m77">
<mml:mrow>
<mml:mi>i</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, <inline-formula id="inf77">
<mml:math id="m78">
<mml:mrow>
<mml:msub>
<mml:mi>Y</mml:mi>
<mml:msub>
<mml:mrow>
<mml:mi mathvariant="normal">T</mml:mi>
<mml:mi mathvariant="normal">o</mml:mi>
<mml:mi mathvariant="normal">t</mml:mi>
<mml:mi mathvariant="normal">a</mml:mi>
<mml:mi mathvariant="normal">l</mml:mi>
<mml:mo>&#x2006;</mml:mo>
<mml:mi mathvariant="normal">G</mml:mi>
<mml:mi mathvariant="normal">e</mml:mi>
<mml:mi mathvariant="normal">o</mml:mi>
<mml:mi mathvariant="normal">m</mml:mi>
<mml:mi mathvariant="normal">e</mml:mi>
<mml:mi mathvariant="normal">t</mml:mi>
<mml:mi mathvariant="normal">r</mml:mi>
<mml:mi mathvariant="normal">y</mml:mi>
</mml:mrow>
<mml:mi>i</mml:mi>
</mml:msub>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the total length of the auxetic structure in <inline-formula id="inf78">
<mml:math id="m79">
<mml:mrow>
<mml:mi>Y</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> direction for model <inline-formula id="inf79">
<mml:math id="m80">
<mml:mrow>
<mml:mi>i</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, and <inline-formula id="inf80">
<mml:math id="m81">
<mml:mrow>
<mml:msub>
<mml:mi>V</mml:mi>
<mml:mrow>
<mml:mi mathvariant="normal">I</mml:mi>
<mml:mi mathvariant="normal">n</mml:mi>
<mml:mi mathvariant="normal">i</mml:mi>
<mml:mi mathvariant="normal">t</mml:mi>
<mml:mi mathvariant="normal">i</mml:mi>
<mml:mi mathvariant="normal">a</mml:mi>
<mml:mi mathvariant="normal">l</mml:mi>
</mml:mrow>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula> is the initial velocity of the impactor, which has been set to <inline-formula id="inf81">
<mml:math id="m82">
<mml:mrow>
<mml:mrow>
<mml:mn>15.27</mml:mn>
<mml:mi>m</mml:mi>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mi>s</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> in the previous part (see Sub-Chapter B above).</p>
</sec>
<sec id="s2-3-6">
<title>2.3.6 Post-processing</title>
<p>Data output from numerical simulation of model no. 1 will be used to demonstrate the post-processing of the simulation result. These steps were done to all numerical models to standardize and ensure the accuracy of the result.</p>
<p>SEA data was obtained by dividing the internal energy of the auxetic honeycomb when the impactor&#x2019;s kinetic energy is minimum by the mass of the auxetic honeycomb (The comparison between the internal energy of the auxetic honeycomb and the impactor&#x2019;s kinetic energy of model no. 1 is shown in <xref ref-type="fig" rid="F10">Figure 10</xref>). This data was then inversed to obtain SEAinv data for optimization.</p>
<fig id="F10" position="float">
<label>FIGURE 10</label>
<caption>
<p>Impactor&#x2019;s kinetic vs. auxetic honeycomb&#x2019;s internal energy of model no. 1.</p>
</caption>
<graphic xlink:href="fenrg-11-1114263-g010.tif"/>
</fig>
<p>From now on, the battery&#x2019;s von Mises stress will be abbreviated as Battery Stress. Battery stress data were obtained by picking the maximum von Mises stress of all battery packs at any time, where each battery&#x2019;s location can be found in <xref ref-type="fig" rid="F7">Figure 7</xref>. In the case of model no. 1, the maximum battery&#x2019;s von Mises stress happened at <inline-formula id="inf82">
<mml:math id="m83">
<mml:mrow>
<mml:mn>1.41</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
<mml:mi>s</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> from the start of the simulation (shown in <xref ref-type="fig" rid="F11">Figure 11</xref>). This data was called Stress data for optimization.</p>
<fig id="F11" position="float">
<label>FIGURE 11</label>
<caption>
<p>Battery&#x2019;s von Mises Stress vs. time of system model no. 1.</p>
</caption>
<graphic xlink:href="fenrg-11-1114263-g011.tif"/>
</fig>
<p>The energy state and the detailed sum slave/master sliding energy were also checked to ensure the accuracy of the data (energy state of model no. 1 shown in <xref ref-type="sec" rid="s10">Supplementary Figure S5</xref>).</p>
</sec>
</sec>
<sec id="s2-4">
<title>2.4 Artificial neural network modeling</title>
<p>Two kinds of codes were used to develop the ANN model. The first kind is called optimization code, and the second kind is called validation code. The optimization code was used to help find the rough hyperparameter for the validation code using the Keras Tuner package (<xref ref-type="bibr" rid="B19">Keras Tuner, 2019</xref>). The validation code was used to fine-tune and develop the final ANN model for each output using the Tensorflow package with a callback mechanism (<xref ref-type="bibr" rid="B34">Abadi et al., 2015</xref>). Both were written in Google Colab.</p>
<p>The loss function was evaluated using the mean square error (MSE) equation, as written in Eq. <xref ref-type="disp-formula" rid="e2">2</xref>.<disp-formula id="e2">
<mml:math id="m84">
<mml:mrow>
<mml:mtable columnalign="center">
<mml:mtr>
<mml:mtd>
<mml:mrow>
<mml:mi mathvariant="italic">M</mml:mi>
<mml:mi mathvariant="italic">S</mml:mi>
<mml:mi mathvariant="italic">E</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mrow>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:mfrac>
<mml:mrow>
<mml:mstyle displaystyle="true">
<mml:mo>&#x2211;</mml:mo>
</mml:mstyle>
<mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msub>
<mml:mi>y</mml:mi>
<mml:mrow>
<mml:mi mathvariant="italic">p</mml:mi>
<mml:mi mathvariant="italic">r</mml:mi>
<mml:mi mathvariant="italic">e</mml:mi>
<mml:mi mathvariant="italic">d</mml:mi>
</mml:mrow>
</mml:msub>
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<mml:mrow>
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</mml:mrow>
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</mml:mrow>
<mml:mn>2</mml:mn>
</mml:msup>
</mml:mrow>
</mml:mrow>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
</mml:math>
<label>(2)</label>
</disp-formula>
</p>
<p>The model&#x2019;s performance is also assessed using maximum absolute percentage error (MAPE), which is written in Eq. <xref ref-type="disp-formula" rid="e3">3</xref>.<disp-formula id="e3">
<mml:math id="m85">
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<mml:mtable columnalign="center">
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<mml:mn>1</mml:mn>
</mml:mrow>
<mml:mrow>
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</mml:mrow>
</mml:mfrac>
<mml:mrow>
<mml:mstyle displaystyle="true">
<mml:mo>&#x2211;</mml:mo>
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<mml:mrow>
<mml:mfenced open="|" close="|" separators="|">
<mml:mrow>
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<mml:mrow>
<mml:msub>
<mml:mi>y</mml:mi>
<mml:mrow>
<mml:mi mathvariant="italic">p</mml:mi>
<mml:mi mathvariant="italic">r</mml:mi>
<mml:mi mathvariant="italic">e</mml:mi>
<mml:mi mathvariant="italic">d</mml:mi>
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<mml:mi>y</mml:mi>
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</mml:mrow>
</mml:mrow>
</mml:mrow>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
</mml:math>
<label>(3)</label>
</disp-formula>
</p>
</sec>
<sec id="s2-5">
<title>2.5 NSGA-II and TOPSIS modeling</title>
<p>The optimization code was written in Google Colab using the Platypus package (<xref ref-type="bibr" rid="B27">Platypus, n.d.</xref>) with TOPSIS.</p>
<p>The NSGA-II part of the optimization code was set with <inline-formula id="inf83">
<mml:math id="m86">
<mml:mrow>
<mml:mn>11</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula> decision variables, <inline-formula id="inf84">
<mml:math id="m87">
<mml:mrow>
<mml:mn>2</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula> number of objectives, and <inline-formula id="inf85">
<mml:math id="m88">
<mml:mrow>
<mml:mn>4</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula> number of constraints. The decision variables are L, Wr, t, <inline-formula id="inf86">
<mml:math id="m89">
<mml:mrow>
<mml:mn>4</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula> geometrical shapes (DA, DU, RE-A, and RE-B), and <inline-formula id="inf87">
<mml:math id="m90">
<mml:mrow>
<mml:mn>4</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula> options of layers (<inline-formula id="inf88">
<mml:math id="m91">
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula> to <inline-formula id="inf89">
<mml:math id="m92">
<mml:mrow>
<mml:mn>4</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>). The objectives are SEAinv and Stress. The constraints are only one kind of geometrical shape allowed, only one number of layers allowed, and battery stress must be a positive number.</p>
<p>The TOPSIS part of the optimization code was set with the assumption that the weight of SEA inversed and battery stress are <inline-formula id="inf90">
<mml:math id="m93">
<mml:mrow>
<mml:mn>50</mml:mn>
<mml:mo>%</mml:mo>
</mml:mrow>
</mml:math>
</inline-formula> and <inline-formula id="inf91">
<mml:math id="m94">
<mml:mrow>
<mml:mn>50</mml:mn>
<mml:mo>%</mml:mo>
</mml:mrow>
</mml:math>
</inline-formula>, respectively, the minimum amount of SEA inversed preferred for the optimum design, and the battery stress is preferred to be as close to the limit of the battery stress according to Chapter 2.2. Those weights were chosen because the vehicle safety (represented by Battery Stress) cannot be compromised. However, the maximum amount of SEA (or, in this case, the minimum amount of SEA inversed) is preferred for two things: to maximize the energy absorption from the impact and to minimize the structure&#x2019;s mass.</p>
<p>The NSGA-II algorithm processed the combination of SEAinv and Stress predictor to obtain the Pareto Front curve, which shows the relation between SEAinv and Stress. Data points were generated by the NSGA-II algorithm and then fitted with regression to obtain the relation function between SEAinv and Stress.</p>
</sec>
</sec>
<sec id="s3">
<title>3 Result and discussion</title>
<sec id="s3-1">
<title>3.1 Predictor result (ANN)</title>
<sec id="s3-1-1">
<title>3.1.1 SEAinv prediction</title>
<p>The neural network model for SEAinv prediction is pictured in <xref ref-type="fig" rid="F12">Figure 12</xref>. The model consists of <inline-formula id="inf92">
<mml:math id="m95">
<mml:mrow>
<mml:mn>3</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula> hidden layers, with all hidden layers consisting of eight hidden nodes with bias. The activation function is ReLU before all hidden layers and Linear before the output layer. The training process was done by the ADAM algorithm, the learning rate is <inline-formula id="inf93">
<mml:math id="m96">
<mml:mrow>
<mml:mn>0.01</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>, and the batch size is <inline-formula id="inf94">
<mml:math id="m97">
<mml:mrow>
<mml:mn>64</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>. The mean-square-error equation was used to evaluate the loss function for the neural network training model.</p>
<fig id="F12" position="float">
<label>FIGURE 12</label>
<caption>
<p>Neural network architecture for SEAinv prediction.</p>
</caption>
<graphic xlink:href="fenrg-11-1114263-g012.tif"/>
</fig>
<p>The training was done until a maximum of <inline-formula id="inf95">
<mml:math id="m98">
<mml:mrow>
<mml:mn>20,000</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula> epochs with an early stopping mechanism that monitored the validation loss function and <inline-formula id="inf96">
<mml:math id="m99">
<mml:mrow>
<mml:mn>5,000</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula> patience. The training was stopped at <inline-formula id="inf97">
<mml:math id="m100">
<mml:mrow>
<mml:mn>10,513</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula> epochs by the early stopping mechanism. <xref ref-type="fig" rid="F13">Figure 13</xref> shows the training process of the SEAinv predictor, where the final validation MAPE of the predictor is around <inline-formula id="inf98">
<mml:math id="m101">
<mml:mrow>
<mml:mn>4.53</mml:mn>
<mml:mo>%</mml:mo>
</mml:mrow>
</mml:math>
</inline-formula>.</p>
<fig id="F13" position="float">
<label>FIGURE 13</label>
<caption>
<p>MAPE in ANN training of SEAinv predictor vs. Epoch.</p>
</caption>
<graphic xlink:href="fenrg-11-1114263-g013.tif"/>
</fig>
</sec>
<sec id="s3-1-2">
<title>3.1.2 Stress prediction</title>
<p>The neural network model for Stress prediction is visualized in <xref ref-type="fig" rid="F14">Figure 14</xref>. The model consists of <inline-formula id="inf99">
<mml:math id="m102">
<mml:mrow>
<mml:mn>6</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula> hidden layers, consisting of <inline-formula id="inf100">
<mml:math id="m103">
<mml:mrow>
<mml:mn>8,1,8,8,1</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>, and <inline-formula id="inf101">
<mml:math id="m104">
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula> hidden nodes respectively, with bias. The activation function is ELU before the hidden layer and Linear before the output layer. The training process was done by the ADAM algorithm, the learning rate is <inline-formula id="inf102">
<mml:math id="m105">
<mml:mrow>
<mml:mn>0.005</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>, and the batch size is <inline-formula id="inf103">
<mml:math id="m106">
<mml:mrow>
<mml:mn>64</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>. The mean-square-error equation was used to evaluate the loss function for the neural network training model.</p>
<fig id="F14" position="float">
<label>FIGURE 14</label>
<caption>
<p>Neural network architecture for Stress prediction.</p>
</caption>
<graphic xlink:href="fenrg-11-1114263-g014.tif"/>
</fig>
<p>The training was done until a maximum of <inline-formula id="inf104">
<mml:math id="m107">
<mml:mrow>
<mml:mn>20,000</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula> epochs with an early stopping mechanism that monitors the validation MAPE function and <inline-formula id="inf105">
<mml:math id="m108">
<mml:mrow>
<mml:mn>5,000</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula> patience. The training was stopped at <inline-formula id="inf106">
<mml:math id="m109">
<mml:mrow>
<mml:mn>10,180</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula> epochs by the early stopping mechanism. <xref ref-type="fig" rid="F15">Figure 15</xref> shows the training process of the Stress predictor, where the final validation MAPE of the predictor is around <inline-formula id="inf107">
<mml:math id="m110">
<mml:mrow>
<mml:mn>22.22</mml:mn>
<mml:mo>%</mml:mo>
</mml:mrow>
</mml:math>
</inline-formula>.</p>
<fig id="F15" position="float">
<label>FIGURE 15</label>
<caption>
<p>MAPE in ANN training of Stress predictor vs. Epoch.</p>
</caption>
<graphic xlink:href="fenrg-11-1114263-g015.tif"/>
</fig>
</sec>
</sec>
<sec id="s3-2">
<title>3.2 Optimization result (NSGA-II and TOPSIS)</title>
<p>The Pareto Front curve shows the relation between SEAinv and Stress, shown in <xref ref-type="fig" rid="F16">Figure 16</xref>. Data points in Pareto Front were fitted with regression function as shown in the black curve in Eq. <xref ref-type="disp-formula" rid="e4">4</xref>. The regression fitted the data points with <inline-formula id="inf108">
<mml:math id="m111">
<mml:mrow>
<mml:msup>
<mml:mi>R</mml:mi>
<mml:mn>2</mml:mn>
</mml:msup>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>0.9447</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula>.<disp-formula id="e4">
<mml:math id="m112">
<mml:mrow>
<mml:mtable columnalign="center">
<mml:mtr>
<mml:mtd>
<mml:mrow>
<mml:mi mathvariant="italic">S</mml:mi>
<mml:mi mathvariant="italic">t</mml:mi>
<mml:mi mathvariant="italic">r</mml:mi>
<mml:mi mathvariant="italic">e</mml:mi>
<mml:mi mathvariant="italic">s</mml:mi>
<mml:mi mathvariant="italic">s</mml:mi>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>6</mml:mn>
<mml:mo>&#xd7;</mml:mo>
<mml:msup>
<mml:mn>10</mml:mn>
<mml:mn>10</mml:mn>
</mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:msup>
<mml:mrow>
<mml:mi>S</mml:mi>
<mml:mi>E</mml:mi>
<mml:mi>A</mml:mi>
<mml:mi>i</mml:mi>
<mml:mi>n</mml:mi>
<mml:mi>v</mml:mi>
</mml:mrow>
<mml:mn>2</mml:mn>
</mml:msup>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>5</mml:mn>
<mml:mo>&#xd7;</mml:mo>
<mml:msup>
<mml:mn>10</mml:mn>
<mml:mn>6</mml:mn>
</mml:msup>
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>S</mml:mi>
<mml:mi>E</mml:mi>
<mml:mi>A</mml:mi>
<mml:mi>i</mml:mi>
<mml:mi>n</mml:mi>
<mml:mi>v</mml:mi>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
<mml:mo>&#x2b;</mml:mo>
<mml:mn>127.77</mml:mn>
</mml:mrow>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
</mml:math>
<label>(4)</label>
</disp-formula>
</p>
<fig id="F16" position="float">
<label>FIGURE 16</label>
<caption>
<p>Pareto Front curve for battery stress vs. SEA inversed.</p>
</caption>
<graphic xlink:href="fenrg-11-1114263-g016.tif"/>
</fig>
<p>
<xref ref-type="fig" rid="F16">Figure 16</xref> also shows the optimum point obtained by the TOPSIS method, with SEA of <inline-formula id="inf109">
<mml:math id="m113">
<mml:mrow>
<mml:mrow>
<mml:mn>37,037.04</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>J</mml:mi>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:mi>K</mml:mi>
<mml:mi>g</mml:mi>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> (inversed of the obtained data) and Stress of <inline-formula id="inf110">
<mml:math id="m114">
<mml:mrow>
<mml:mn>38.30</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>M</mml:mi>
<mml:mi>P</mml:mi>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>. The input parameter of the optimum configuration is shown in <xref ref-type="table" rid="T5">Table 5</xref>. The CAD of the optimum configuration is shown in <xref ref-type="fig" rid="F17">Figure 17</xref>.</p>
<table-wrap id="T5" position="float">
<label>TABLE 5</label>
<caption>
<p>Input parameter and output prediction of the optimum design.</p>
</caption>
<table>
<tbody valign="top">
<tr>
<td align="left">L</td>
<td align="right">
<inline-formula id="inf111">
<mml:math id="m115">
<mml:mrow>
<mml:mn>6</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
</tr>
<tr>
<td align="left">W</td>
<td align="right">
<inline-formula id="inf112">
<mml:math id="m116">
<mml:mrow>
<mml:mn>4.2</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
</tr>
<tr>
<td align="left">T</td>
<td align="right">
<inline-formula id="inf113">
<mml:math id="m117">
<mml:mrow>
<mml:mn>0.6</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
</tr>
<tr>
<td align="left">Geometrical Shape</td>
<td align="right">DU</td>
</tr>
<tr>
<td align="left">Number of Layers</td>
<td align="right">
<inline-formula id="inf114">
<mml:math id="m118">
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula> Layer</td>
</tr>
<tr>
<td align="left">Mass</td>
<td align="right">
<inline-formula id="inf115">
<mml:math id="m119">
<mml:mrow>
<mml:mn>8.86</mml:mn>
<mml:mo>&#xd7;</mml:mo>
<mml:msup>
<mml:mn>10</mml:mn>
<mml:mrow>
<mml:mo>&#x2212;</mml:mo>
<mml:mn>3</mml:mn>
</mml:mrow>
</mml:msup>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>K</mml:mi>
<mml:mi>g</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
</tr>
<tr>
<td align="left">SEA (Prediction)</td>
<td align="right">
<inline-formula id="inf116">
<mml:math id="m120">
<mml:mrow>
<mml:mrow>
<mml:mn>3.70</mml:mn>
<mml:mo>&#xd7;</mml:mo>
<mml:msup>
<mml:mn>10</mml:mn>
<mml:mn>4</mml:mn>
</mml:msup>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>J</mml:mi>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:mi>K</mml:mi>
<mml:mi>g</mml:mi>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
</tr>
<tr>
<td align="left">Battery Stress (Prediction)</td>
<td align="right">
<inline-formula id="inf117">
<mml:math id="m121">
<mml:mrow>
<mml:mn>38.30</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>M</mml:mi>
<mml:mi>P</mml:mi>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
</tr>
</tbody>
</table>
</table-wrap>
<fig id="F17" position="float">
<label>FIGURE 17</label>
<caption>
<p>CAD of optimum design.</p>
</caption>
<graphic xlink:href="fenrg-11-1114263-g017.tif"/>
</fig>
<p>This result is better than every model simulated in the design of experiment in Chapter 2.1. Model 71, which has the highest SEA over all other models that successfully protect the battery, has a SEA of <inline-formula id="inf118">
<mml:math id="m122">
<mml:mrow>
<mml:mrow>
<mml:mn>37,074.20</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>J</mml:mi>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:mi>K</mml:mi>
<mml:mi>g</mml:mi>
</mml:mrow>
</mml:mrow>
</mml:math>
</inline-formula> and Stress of <inline-formula id="inf119">
<mml:math id="m123">
<mml:mrow>
<mml:mn>52.77</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>M</mml:mi>
<mml:mi>P</mml:mi>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, which is worse in battery stress and equal in SEA than the optimum design.</p>
<p>The optimum configuration was then numerically simulated with the same configuration in Chapter 2.3 to validate the optimization result, as shown in <xref ref-type="sec" rid="s10">Supplementary Figure S6</xref>.</p>
<p>The comparison between prediction and numerical simulation results is shown in <xref ref-type="table" rid="T6">Table 6</xref>. The comparison shows that the error between prediction and validation results is still pretty big. It was found that the SEA of the optimum design is even higher than the prediction, but the maximum battery stress is lower than the prediction. However, the maximum battery stress of the optimum design is well within the safe limit of <inline-formula id="inf120">
<mml:math id="m124">
<mml:mrow>
<mml:mn>67.91</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>M</mml:mi>
<mml:mi>P</mml:mi>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>. The comparison between the internal energy of the auxetic honeycomb and the impactor&#x2019;s kinetic energy of optimum design is shown in <xref ref-type="fig" rid="F18">Figure 18</xref> and battery&#x2019;s von Mises stress vs time of system with optimum design is shown in <xref ref-type="fig" rid="F19">Figure 19</xref>.</p>
<table-wrap id="T6" position="float">
<label>TABLE 6</label>
<caption>
<p>Validation and comparison of optimum design.</p>
</caption>
<table>
<thead valign="top">
<tr>
<th align="left"/>
<th align="center">Baseline (model 71)</th>
<th align="center">Prediction (NSGA-II)</th>
<th align="center">Validation (numerical result)</th>
<th align="center">Error (%)</th>
</tr>
</thead>
<tbody valign="top">
<tr>
<td align="left">SEA <inline-formula id="inf121">
<mml:math id="m125">
<mml:mrow>
<mml:mfenced open="(" close=")" separators="|">
<mml:mrow>
<mml:mi>J</mml:mi>
<mml:mo>/</mml:mo>
<mml:mrow>
<mml:mi>K</mml:mi>
<mml:mi>g</mml:mi>
</mml:mrow>
</mml:mrow>
</mml:mfenced>
</mml:mrow>
</mml:math>
</inline-formula>
</td>
<td align="right">37,074.20</td>
<td align="right">37,037.04</td>
<td align="right">47,997.84</td>
<td align="center">22.84</td>
</tr>
<tr>
<td align="left">Battery Stress (<inline-formula id="inf122">
<mml:math id="m126">
<mml:mrow>
<mml:mi>M</mml:mi>
<mml:mi>P</mml:mi>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>)</td>
<td align="right">52.77</td>
<td align="right">38.30</td>
<td align="right">43.16</td>
<td align="center">11.26</td>
</tr>
</tbody>
</table>
</table-wrap>
<fig id="F18" position="float">
<label>FIGURE 18</label>
<caption>
<p>Impactor&#x2019;s kinetic vs. auxetic honeycomb&#x2019;s internal energy of the system with optimum design.</p>
</caption>
<graphic xlink:href="fenrg-11-1114263-g018.tif"/>
</fig>
<fig id="F19" position="float">
<label>FIGURE 19</label>
<caption>
<p>Battery&#x2019;s von Mises Stress vs. time of system with optimum design.</p>
</caption>
<graphic xlink:href="fenrg-11-1114263-g019.tif"/>
</fig>
<p>
<xref ref-type="sec" rid="s10">Supplementary Figure S7</xref> shows that the crash mechanics of the optimum design follows classical crash mechanics during vehicle impact, where there are zero crossing time of <inline-formula id="inf123">
<mml:math id="m127">
<mml:mrow>
<mml:mn>1.39</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
<mml:mi>s</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> and rebound velocity of <inline-formula id="inf124">
<mml:math id="m128">
<mml:mrow>
<mml:mrow>
<mml:mn>2.50</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mi>s</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>. Mean crushing force (<inline-formula id="inf125">
<mml:math id="m129">
<mml:mrow>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mi>m</mml:mi>
</mml:msub>
</mml:mrow>
</mml:math>
</inline-formula>) of the whole system was calculated in Eq. <xref ref-type="disp-formula" rid="e5">5</xref>.<disp-formula id="e5">
<mml:math id="m130">
<mml:mrow>
<mml:mtable columnalign="center">
<mml:mtr>
<mml:mtd>
<mml:mrow>
<mml:msub>
<mml:mi>P</mml:mi>
<mml:mi>m</mml:mi>
</mml:msub>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mi>E</mml:mi>
<mml:mi>A</mml:mi>
</mml:mrow>
<mml:mi>&#x3b4;</mml:mi>
</mml:mfrac>
</mml:mrow>
<mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:mfrac>
<mml:mrow>
<mml:mn>427.84</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>J</mml:mi>
</mml:mrow>
<mml:mrow>
<mml:mn>10.68</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:mfrac>
</mml:mrow>
<mml:mrow>
<mml:mo>&#x3d;</mml:mo>
<mml:mn>40.05</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>k</mml:mi>
<mml:mi>N</mml:mi>
</mml:mrow>
</mml:mtd>
</mml:mtr>
</mml:mtable>
</mml:mrow>
</mml:math>
<label>(5)</label>
</disp-formula>
</p>
<p>Just as with every other numerical model done for the design of experiment, the energy state and the detailed sum slave/master sliding energy were checked on the optimum design&#x2019;s validation result to ensure the accuracy of the obtained data, shown in <xref ref-type="sec" rid="s10">Supplementary Figure S8</xref>. The total energy is almost in constant value over time, with the value ranging between <inline-formula id="inf126">
<mml:math id="m131">
<mml:mrow>
<mml:mn>917.10</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>J</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> to <inline-formula id="inf127">
<mml:math id="m132">
<mml:mrow>
<mml:mn>917.17</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>J</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, which is almost exactly the same as the initial kinetic energy of the impactor (<inline-formula id="inf128">
<mml:math id="m133">
<mml:mrow>
<mml:mn>917.13</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>J</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>). The hourglass energy is very small compared to other forms of energy, and the sliding energy is below 10% of the internal energy. The sum salve/master sliding energy for each contact is almost always positive throughout the simulation. These indications show that the simulation is accurate.</p>
</sec>
</sec>
<sec id="s4">
<title>4 Conclusion</title>
<p>The research shows that the machine learning methods work well for battery protection design and multiple objective optimization, with small training data, limited computing power, and pretty accurate results.</p>
<p>The optimization results in a protector with an auxetic honeycomb that has a geometric shape of Double-U, length of <inline-formula id="inf129">
<mml:math id="m134">
<mml:mrow>
<mml:mn>6</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, width of <inline-formula id="inf130">
<mml:math id="m135">
<mml:mrow>
<mml:mn>4.2</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, cross section&#x2019;s thickness of <inline-formula id="inf131">
<mml:math id="m136">
<mml:mrow>
<mml:mn>0.6</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
<mml:mi>m</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, and consists of <inline-formula id="inf132">
<mml:math id="m137">
<mml:mrow>
<mml:mn>1</mml:mn>
</mml:mrow>
</mml:math>
</inline-formula> layer. These parameters were obtained using machine learning methods such as artificial neural network and NSGA-II algorithms combined with TOPSIS. The protector has SEA of <inline-formula id="inf133">
<mml:math id="m138">
<mml:mrow>
<mml:mn>47,997.84</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>J</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> and can maintain the battery&#x2019;s von Mises stress to a maximum of <inline-formula id="inf134">
<mml:math id="m139">
<mml:mrow>
<mml:mn>43.16</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>M</mml:mi>
<mml:mi>P</mml:mi>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> (validation result from non-linear numerical analysis), well below the designated battery&#x2019;s von Mises stress limit of <inline-formula id="inf135">
<mml:math id="m140">
<mml:mrow>
<mml:mn>67.97</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>M</mml:mi>
<mml:mi>P</mml:mi>
<mml:mi>a</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>.</p>
<p>During impact, the auxetic structure (the core of the sandwich structure) has absorbed <inline-formula id="inf136">
<mml:math id="m141">
<mml:mrow>
<mml:mn>425.15</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>J</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> as internal energy out of <inline-formula id="inf137">
<mml:math id="m142">
<mml:mrow>
<mml:mn>917.13</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>J</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula> (the initial energy of the impactor). During the crash, it was also found that the reaction of the whole structure follows classical crash mechanics during vehicle impact, with zero crossing time of <inline-formula id="inf138">
<mml:math id="m143">
<mml:mrow>
<mml:mn>1.39</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
<mml:mi>s</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, rebound velocity of <inline-formula id="inf139">
<mml:math id="m144">
<mml:mrow>
<mml:mrow>
<mml:mn>2.5</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>m</mml:mi>
</mml:mrow>
<mml:mo>/</mml:mo>
<mml:mi>s</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>, and mean crushing force of <inline-formula id="inf140">
<mml:math id="m145">
<mml:mrow>
<mml:mn>40.5</mml:mn>
<mml:mtext>&#x2009;</mml:mtext>
<mml:mi>k</mml:mi>
<mml:mi>N</mml:mi>
</mml:mrow>
</mml:math>
</inline-formula>.</p>
</sec>
</body>
<back>
<sec sec-type="data-availability" id="s5">
<title>Data availability statement</title>
<p>The raw data supporting the conclusions of this article will be made available by the authors, without undue reservation.</p>
</sec>
<sec id="s6">
<title>Author contributions</title>
<p>MB: Conceptualization, Methodology, Software, Validation, Formal Analysis, Investigation, Data Curation, Writing&#x2014;Original Draft, Writing&#x2014;Review and Editing, Visualization, Project Administration. SS: Conceptualization, Methodology, Validation, Resources, Writing&#x2014;Original Draft, Writing&#x2014;Review and Editing, Supervision, Project Administration, Funding Acquisition. DW: Methodology, Validation, Resources, Writing&#x2014;Original Draft, Writing&#x2014;Review and Editing, Supervision, Project Administration. All authors have read and agreed to the published version of the manuscript.</p>
</sec>
<sec id="s7">
<title>Funding</title>
<p>This research is fully funded by ITB Research Program managed by the Center for Research and Community Service (2022).</p>
</sec>
<ack>
<p>Thanks are due to Tom Wierzbicki and Dr. Juner Zhu of MIT for available discussion and collaboration in the battery safety research.</p>
</ack>
<sec sec-type="COI-statement" id="s8">
<title>Conflict of interest</title>
<p>The authors declare that the research 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="disclaimer" id="s9">
<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>
<sec id="s10">
<title>Supplementary material</title>
<p>The Supplementary Material for this article can be found online at: <ext-link ext-link-type="uri" xlink:href="https://www.frontiersin.org/articles/10.3389/fenrg.2023.1114263/full#supplementary-material">https://www.frontiersin.org/articles/10.3389/fenrg.2023.1114263/full&#x23;supplementary-material</ext-link>
</p>
<supplementary-material xlink:href="DataSheet1.pdf" id="SM1" mimetype="application/pdf" xmlns:xlink="http://www.w3.org/1999/xlink"/>
</sec>
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