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Please use this identifier to cite or link to this item: http://scholars.ntou.edu.tw/handle/123456789/1046
DC FieldValueLanguage
dc.contributor.authorJeng-Tzong Chenen_US
dc.contributor.authorWen-Sheng Huangen_US
dc.contributor.authorYing-Te Leeen_US
dc.contributor.authorShing-Kai Kaoen_US
dc.date.accessioned2020-11-16T07:10:00Z-
dc.date.available2020-11-16T07:10:00Z-
dc.date.issued2016-06-
dc.identifier.issn0955-7997-
dc.identifier.urihttp://scholars.ntou.edu.tw/handle/123456789/1046-
dc.descriptionBEM/MRM 38 英國布羅肯赫斯特en_US
dc.description.abstractIt is well known that the patch test is required for the finite element method (FEM). We may wonder whether we need any special test for the boundary element method (BEM). A sufficient and necessary boundary integral equation method (BIEM) to ensure a unique solution is our concern. In this paper, we revisit this issue for the interior two-dimensional (2-D) elasticity problem and investigate the equivalence of the solution space between the integral equation and the partial differential equation. Based on the degenerate kernel and the eigenfunction expansion, the range deficiency of the integral operator for the solution space in the degenerate-scale problem for the 2-D elasticity in the BIEM is analytically studied. According to the Fichera׳s idea, we enrich the conventional BIEM by adding constants and corresponding constraints. In addition, we introduce the concept of modal participation factor (MPF) to examine whether the adding term of rotation is required for interior simply-connected problems. Finally, two simple examples of degenerate-scale problems containing circular and elliptical boundaries subjected to various boundary conditions of the rigid body translation and rotation for 2-D elasticity problems are demonstrated by using the necessary and sufficient BIEM.en_US
dc.language.isoen_USen_US
dc.publisherScienceDirecten_US
dc.relation.ispartofEngineering Analysis with Boundary Elementsen_US
dc.subjectBoundary integral equationen_US
dc.subjectBoundary element methoden_US
dc.subjectFICHERA׳S methoden_US
dc.subjectDegenerate scaleen_US
dc.subjectDegenerate kernelen_US
dc.subjectElasticity problemen_US
dc.titleA necessary and sufficient BEM/BIEM for two-dimensional elasticity problemsen_US
dc.typejournal articleen_US
dc.relation.conferenceBEM/MRM 38en_US
dc.identifier.doi10.1016/j.enganabound.2016.03.007-
dc.relation.journalvolume67en_US
dc.relation.pages108-114en_US
item.openairetypejournal article-
item.fulltextno fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.grantfulltextnone-
item.cerifentitytypePublications-
item.languageiso639-1en_US-
crisitem.author.deptCollege of Engineering-
crisitem.author.deptDepartment of Harbor and River Engineering-
crisitem.author.deptNational Taiwan Ocean University,NTOU-
crisitem.author.deptCenter of Excellence for Ocean Engineering-
crisitem.author.deptBasic Research-
crisitem.author.deptCollege of Engineering-
crisitem.author.deptDepartment of Harbor and River Engineering-
crisitem.author.deptNational Taiwan Ocean University,NTOU-
crisitem.author.orcid0000-0001-5653-5061-
crisitem.author.parentorgNational Taiwan Ocean University,NTOU-
crisitem.author.parentorgCollege of Engineering-
crisitem.author.parentorgNational Taiwan Ocean University,NTOU-
crisitem.author.parentorgCenter of Excellence for Ocean Engineering-
crisitem.author.parentorgNational Taiwan Ocean University,NTOU-
crisitem.author.parentorgCollege of Engineering-
Appears in Collections:河海工程學系
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