Physics-informed neural energy-force network: a unified solver-free numerical simulation for structural optimization
In this study, a physics-informed neural energy-force network (PINEFN) framework is first proposed to directly solve the optimum design of truss structures that structural analysis is completely removed from the implementation of the global optimization. Herein, a loss function is constructed to gui...
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creator | Mai, Hau T. Mai, Dai D. Kang, Joowon Lee, Jaewook Lee, Jaehong |
description | In this study, a physics-informed neural energy-force network (PINEFN) framework is first proposed to directly solve the optimum design of truss structures that structural analysis is completely removed from the implementation of the global optimization. Herein, a loss function is constructed to guide the training network based on the complementary energy, constitutive equations, and weight of the structure. Now only neural network (NN) is used in our scheme to minimize the loss function wherein weights and biases of the network are considered as design variables. In this model, spatial coordinates of truss members are examined as input data, while corresponding cross-sectional areas and redundant forces unknown to the network are taken account of output. Accordingly, the predicted outputs obtained by feedforward are employed to establish the loss function relied on physics laws. And then, back-propagation and optimizer are applied to automatically calculate sensitivity and adjust parameters of the network, respectively. This whole process, which is the so-called training, is repeated until convergence. The optimum weight of the structure corresponding to the minimum loss function is indicated as soon as the training process ends without using any structural analyses. Several benchmark examples for sizing optimization of truss structures are examined to determine the reliability, efficiency, and applicability of the proposed model. Obtained outcomes indicated that it not only reduces the computational cost dramatically but also yields higher accuracy and faster convergence speed compared with recent literature. |
doi_str_mv | 10.1007/s00366-022-01760-0 |
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Herein, a loss function is constructed to guide the training network based on the complementary energy, constitutive equations, and weight of the structure. Now only neural network (NN) is used in our scheme to minimize the loss function wherein weights and biases of the network are considered as design variables. In this model, spatial coordinates of truss members are examined as input data, while corresponding cross-sectional areas and redundant forces unknown to the network are taken account of output. Accordingly, the predicted outputs obtained by feedforward are employed to establish the loss function relied on physics laws. And then, back-propagation and optimizer are applied to automatically calculate sensitivity and adjust parameters of the network, respectively. This whole process, which is the so-called training, is repeated until convergence. The optimum weight of the structure corresponding to the minimum loss function is indicated as soon as the training process ends without using any structural analyses. Several benchmark examples for sizing optimization of truss structures are examined to determine the reliability, efficiency, and applicability of the proposed model. Obtained outcomes indicated that it not only reduces the computational cost dramatically but also yields higher accuracy and faster convergence speed compared with recent literature.</description><identifier>ISSN: 0177-0667</identifier><identifier>EISSN: 1435-5663</identifier><identifier>DOI: 10.1007/s00366-022-01760-0</identifier><language>eng</language><publisher>London: Springer London</publisher><subject>Back propagation networks ; CAE) and Design ; Calculus of Variations and Optimal Control; Optimization ; Classical Mechanics ; Computer Science ; Computer-Aided Engineering (CAD ; Constitutive equations ; Constitutive relationships ; Control ; Convergence ; Global optimization ; Math. 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Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c319t-cfb6fc947c9cecad375fec1ca67f861bb6eb479030cab41357f3c073c40529a73</citedby><cites>FETCH-LOGICAL-c319t-cfb6fc947c9cecad375fec1ca67f861bb6eb479030cab41357f3c073c40529a73</cites><orcidid>0000-0002-5056-829X</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s00366-022-01760-0$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s00366-022-01760-0$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,780,784,27924,27925,41488,42557,51319</link.rule.ids></links><search><creatorcontrib>Mai, Hau T.</creatorcontrib><creatorcontrib>Mai, Dai D.</creatorcontrib><creatorcontrib>Kang, Joowon</creatorcontrib><creatorcontrib>Lee, Jaewook</creatorcontrib><creatorcontrib>Lee, Jaehong</creatorcontrib><title>Physics-informed neural energy-force network: a unified solver-free numerical simulation for structural optimization</title><title>Engineering with computers</title><addtitle>Engineering with Computers</addtitle><description>In this study, a physics-informed neural energy-force network (PINEFN) framework is first proposed to directly solve the optimum design of truss structures that structural analysis is completely removed from the implementation of the global optimization. Herein, a loss function is constructed to guide the training network based on the complementary energy, constitutive equations, and weight of the structure. Now only neural network (NN) is used in our scheme to minimize the loss function wherein weights and biases of the network are considered as design variables. In this model, spatial coordinates of truss members are examined as input data, while corresponding cross-sectional areas and redundant forces unknown to the network are taken account of output. Accordingly, the predicted outputs obtained by feedforward are employed to establish the loss function relied on physics laws. And then, back-propagation and optimizer are applied to automatically calculate sensitivity and adjust parameters of the network, respectively. This whole process, which is the so-called training, is repeated until convergence. The optimum weight of the structure corresponding to the minimum loss function is indicated as soon as the training process ends without using any structural analyses. Several benchmark examples for sizing optimization of truss structures are examined to determine the reliability, efficiency, and applicability of the proposed model. Obtained outcomes indicated that it not only reduces the computational cost dramatically but also yields higher accuracy and faster convergence speed compared with recent literature.</description><subject>Back propagation networks</subject><subject>CAE) and Design</subject><subject>Calculus of Variations and Optimal Control; Optimization</subject><subject>Classical Mechanics</subject><subject>Computer Science</subject><subject>Computer-Aided Engineering (CAD</subject><subject>Constitutive equations</subject><subject>Constitutive relationships</subject><subject>Control</subject><subject>Convergence</subject><subject>Global optimization</subject><subject>Math. Applications in Chemistry</subject><subject>Mathematical and Computational Engineering</subject><subject>Mathematical models</subject><subject>Neural networks</subject><subject>Optimization</subject><subject>Original Article</subject><subject>Parameter sensitivity</subject><subject>Physics</subject><subject>Structural analysis</subject><subject>Systems Theory</subject><subject>Training</subject><subject>Trussed structures</subject><subject>Weight</subject><issn>0177-0667</issn><issn>1435-5663</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</creationdate><recordtype>article</recordtype><recordid>eNp9kEtLAzEUhYMoWKt_wNWA6-jNZCZp3In4goIudB0yt0lNnUdNMkr99cZWcOfqwjnnOxcOIacMzhmAvIgAXAgKZUmBSQEU9siEVbymtRB8n0yyKikIIQ_JUYwrAMYB1ISkp9dN9Bip790QOrsoejsG0xa2t2G5oVlEm7X0OYS3y8IUY--dz7E4tB82UBdstsfOBo-Zir4bW5P80BeZLGIKI6Zt37BOvvNfW--YHDjTRnvye6fk5fbm-fqezh_vHq6v5hQ5U4mia4RDVUlUaNEsuKydRYZGSDcTrGmEbSqpgAOapmK8lo4jSI4V1KUykk_J2a53HYb30cakV8MY-vxSl6pk5YypWuVUuUthGGIM1ul18J0JG81A_6yrd-vqvK7erqshQ3wHxRzulzb8Vf9DfQNb14CD</recordid><startdate>20240201</startdate><enddate>20240201</enddate><creator>Mai, Hau T.</creator><creator>Mai, Dai D.</creator><creator>Kang, Joowon</creator><creator>Lee, Jaewook</creator><creator>Lee, Jaehong</creator><general>Springer London</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SC</scope><scope>7TB</scope><scope>8FD</scope><scope>FR3</scope><scope>JQ2</scope><scope>KR7</scope><scope>L7M</scope><scope>L~C</scope><scope>L~D</scope><orcidid>https://orcid.org/0000-0002-5056-829X</orcidid></search><sort><creationdate>20240201</creationdate><title>Physics-informed neural energy-force network: a unified solver-free numerical simulation for structural optimization</title><author>Mai, Hau T. ; Mai, Dai D. ; Kang, Joowon ; Lee, Jaewook ; Lee, Jaehong</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c319t-cfb6fc947c9cecad375fec1ca67f861bb6eb479030cab41357f3c073c40529a73</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2024</creationdate><topic>Back propagation networks</topic><topic>CAE) and Design</topic><topic>Calculus of Variations and Optimal Control; Optimization</topic><topic>Classical Mechanics</topic><topic>Computer Science</topic><topic>Computer-Aided Engineering (CAD</topic><topic>Constitutive equations</topic><topic>Constitutive relationships</topic><topic>Control</topic><topic>Convergence</topic><topic>Global optimization</topic><topic>Math. Applications in Chemistry</topic><topic>Mathematical and Computational Engineering</topic><topic>Mathematical models</topic><topic>Neural networks</topic><topic>Optimization</topic><topic>Original Article</topic><topic>Parameter sensitivity</topic><topic>Physics</topic><topic>Structural analysis</topic><topic>Systems Theory</topic><topic>Training</topic><topic>Trussed structures</topic><topic>Weight</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Mai, Hau T.</creatorcontrib><creatorcontrib>Mai, Dai D.</creatorcontrib><creatorcontrib>Kang, Joowon</creatorcontrib><creatorcontrib>Lee, Jaewook</creatorcontrib><creatorcontrib>Lee, Jaehong</creatorcontrib><collection>CrossRef</collection><collection>Computer and Information Systems Abstracts</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>ProQuest Computer Science Collection</collection><collection>Civil Engineering Abstracts</collection><collection>Advanced Technologies Database with Aerospace</collection><collection>Computer and Information Systems Abstracts Academic</collection><collection>Computer and Information Systems Abstracts Professional</collection><jtitle>Engineering with computers</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Mai, Hau T.</au><au>Mai, Dai D.</au><au>Kang, Joowon</au><au>Lee, Jaewook</au><au>Lee, Jaehong</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Physics-informed neural energy-force network: a unified solver-free numerical simulation for structural optimization</atitle><jtitle>Engineering with computers</jtitle><stitle>Engineering with Computers</stitle><date>2024-02-01</date><risdate>2024</risdate><volume>40</volume><issue>1</issue><spage>147</spage><epage>170</epage><pages>147-170</pages><issn>0177-0667</issn><eissn>1435-5663</eissn><abstract>In this study, a physics-informed neural energy-force network (PINEFN) framework is first proposed to directly solve the optimum design of truss structures that structural analysis is completely removed from the implementation of the global optimization. Herein, a loss function is constructed to guide the training network based on the complementary energy, constitutive equations, and weight of the structure. Now only neural network (NN) is used in our scheme to minimize the loss function wherein weights and biases of the network are considered as design variables. In this model, spatial coordinates of truss members are examined as input data, while corresponding cross-sectional areas and redundant forces unknown to the network are taken account of output. Accordingly, the predicted outputs obtained by feedforward are employed to establish the loss function relied on physics laws. And then, back-propagation and optimizer are applied to automatically calculate sensitivity and adjust parameters of the network, respectively. This whole process, which is the so-called training, is repeated until convergence. The optimum weight of the structure corresponding to the minimum loss function is indicated as soon as the training process ends without using any structural analyses. Several benchmark examples for sizing optimization of truss structures are examined to determine the reliability, efficiency, and applicability of the proposed model. Obtained outcomes indicated that it not only reduces the computational cost dramatically but also yields higher accuracy and faster convergence speed compared with recent literature.</abstract><cop>London</cop><pub>Springer London</pub><doi>10.1007/s00366-022-01760-0</doi><tpages>24</tpages><orcidid>https://orcid.org/0000-0002-5056-829X</orcidid></addata></record> |
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subjects | Back propagation networks CAE) and Design Calculus of Variations and Optimal Control Optimization Classical Mechanics Computer Science Computer-Aided Engineering (CAD Constitutive equations Constitutive relationships Control Convergence Global optimization Math. Applications in Chemistry Mathematical and Computational Engineering Mathematical models Neural networks Optimization Original Article Parameter sensitivity Physics Structural analysis Systems Theory Training Trussed structures Weight |
title | Physics-informed neural energy-force network: a unified solver-free numerical simulation for structural optimization |
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