完整後設資料紀錄
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dc.contributor.authorYang, Judy P.en_US
dc.contributor.authorHsin, Wen-Chimsen_US
dc.date.accessioned2019-12-13T01:12:18Z-
dc.date.available2019-12-13T01:12:18Z-
dc.date.issued2019-10-01en_US
dc.identifier.issn0001-5970en_US
dc.identifier.urihttp://dx.doi.org/10.1007/s00707-019-02473-0en_US
dc.identifier.urihttp://hdl.handle.net/11536/153170-
dc.description.abstractFor inverse problems equipped with incomplete boundary conditions, a simple solution strategy to obtain approximations remains a challenge in the fields of engineering and science. Based on our previous study, the weighted reproducing kernel collocation method (W-RKCM) shows optimal convergence in solving inverse Cauchy problems. As such, this work further introduces the W-RKCM to solve inverse problems in elasticity. From mathematical error estimate and numerical convergence study, it is shown that the weighted least-squares formulation can properly balance the errors in the domain and on the boundary. By comparing the approximations obtained by W-RKCM with those obtained by the direct collocation method, the reproducing kernel shape function can retain the locality without using a large support size, and the corresponding approximations exhibit extremely high solution accuracy. The stability of the W-RKCM is demonstrated by adding noise on the boundary conditions. This work shows the efficacy of the proposed W-RKCM in solving inverse elasticity problems as no additional technique is involved to reach the desired solution accuracy in comparison with the existing methods in the literature.en_US
dc.language.isoen_USen_US
dc.titleWeighted reproducing kernel collocation method based on error analysis for solving inverse elasticity problemsen_US
dc.typeArticleen_US
dc.identifier.doi10.1007/s00707-019-02473-0en_US
dc.identifier.journalACTA MECHANICAen_US
dc.citation.volume230en_US
dc.citation.issue10en_US
dc.citation.spage3477en_US
dc.citation.epage3497en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000492075700003en_US
dc.citation.woscount0en_US
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