DC Field | Value | Language |
---|---|---|
dc.contributor.author | 추연석 | ko |
dc.contributor.author | 이병채 | ko |
dc.date.accessioned | 2013-03-04T19:30:31Z | - |
dc.date.available | 2013-03-04T19:30:31Z | - |
dc.date.created | 2012-02-06 | - |
dc.date.created | 2012-02-06 | - |
dc.date.issued | 2003-02 | - |
dc.identifier.citation | 대한기계학회논문집 A, v.27, no.2, pp.302 - 309 | - |
dc.identifier.issn | 1226-4873 | - |
dc.identifier.uri | http://hdl.handle.net/10203/83840 | - |
dc.description.abstract | Hybrid-Trefftz plate bending elements are known to be robust and free of shear locking in the thin limit because of Internal displacements fields and linked boundary displacements. Also, their finite element approximation is very simple regardless to boundary shape since all element matrices can be calculated using only boundary integrals. In this study, new hybrid-Trefftz variational formulation based on the total potential energy principle of internal displacements and displacement consistency conditions at the boundary is derived. And flat shell elements are derived by combining hybrid-Trefftz bending stiffness and plane stress stiffness with drilling dofs. | - |
dc.language | Korean | - |
dc.publisher | 대한기계학회 | - |
dc.title | 하이브리드 트레프츠 평판 요소의 변분 수식화와 성능 평가 | - |
dc.title.alternative | Variational Formulation of Hybrid-Trefftz Plate Elements and Evaluation of Their Static Performance | - |
dc.type | Article | - |
dc.type.rims | ART | - |
dc.citation.volume | 27 | - |
dc.citation.issue | 2 | - |
dc.citation.beginningpage | 302 | - |
dc.citation.endingpage | 309 | - |
dc.citation.publicationname | 대한기계학회논문집 A | - |
dc.identifier.kciid | ART000995760 | - |
dc.contributor.localauthor | 이병채 | - |
dc.contributor.nonIdAuthor | 추연석 | - |
dc.subject.keywordAuthor | 하이브리드 트레프츠 요소 | - |
dc.subject.keywordAuthor | 평판요소 | - |
dc.subject.keywordAuthor | 평면 셸 요소 | - |
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