Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/118741
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineering-
dc.contributorResearch Centre for Nature-based Urban Infrastructure Solutions-
dc.creatorXu, K-
dc.creatorZhang, N-
dc.creatorYin, ZY-
dc.creatorLi, K-
dc.date.accessioned2026-05-15T08:35:39Z-
dc.date.available2026-05-15T08:35:39Z-
dc.identifier.issn0045-7825-
dc.identifier.urihttp://hdl.handle.net/10397/118741-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.subjectElasticityen_US
dc.subjectElastoplasticityen_US
dc.subjectFinite element-integrated neural networken_US
dc.subjectInverse analysisen_US
dc.titleFinite element-integrated neural network for inverse analysis of elastic and elastoplastic boundary value problemsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume436-
dc.identifier.doi10.1016/j.cma.2024.117695-
dcterms.abstractInverse analysis of material parameters and load conditions are crucial in boundary value problems, which are always challenging and time-consuming for existing numerical methods such as the finite element method. This paper develops an high-efficiency inverse analysis framework based on the finite element integrated neural network (FEINN) framework proposed by the authors in computational solid mechanics. Compared to physical information neural network (PINN), FEINN discretizes the domain using finite elements instead of collocation points and uses Gaussian integration along with strain-displacement matrix to establish a weak form control equation, significantly accelerating the training process and convergence rate. For inverse problems, FEINN incorporates unknown material parameters or load conditions into the trainable parameters of neural networks. Utilizing the known force and displacement data obtained at the monitoring points as labels, FEINN can directly identify these unknown parameters by iteratively optimization of neural networks. Validated through multiple numerical experiments, FEINN demonstrates excellent performance in estimating elastic and elastoplastic material parameters, as well as external force and displacement loads, with relative errors <1 %. Moreover, this paper also discusses the influence of factors such as mesh size, noise robustness, and FEINN initialization on performance. The results show that FEINN can still maintain outstanding performance with coarse mesh, suggesting the potential for low monitoring costs in practical engineering applications. FEINN also presents high efficiency and robustness when handling noisy data. In addition, applying a forward-computing neural network to initialize the inverse identification saves up to 60 % of the convergence cost, making FEINN more efficient and practical in real-time monitoring. In addition, FEINN demonstrates advantages of high efficiency, high accuracy, and low cost in solving the stress concentration problem, compared to other different PINNs.-
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationComputer methods in applied mechanics and engineering, 1 Mar. 2025, v. 436, 117695-
dcterms.isPartOfComputer methods in applied mechanics and engineering-
dcterms.issued2025-03-01-
dc.identifier.scopus2-s2.0-85213011583-
dc.identifier.artn117695-
dc.description.validate202605 bcjz-
dc.description.oaNot applicableen_US
dc.identifier.SubFormIDG001646/2026-03en_US
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThis research was financially supported by the Research Grants Council (RGC) of Hong Kong Special Administrative Region Government (HKSARG) of China (grant no. 15227923, 15229223, 15220423), the National Nature Science Foundation of China (NSFC) (grant no. 52308377), the Research Centre for Nature-based Urban Infrastructure Solutions at The Hong Kong Polytechnic University (grant no. P0053045).en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2027-03-01en_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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Embargo End Date 2027-03-01
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