DC Field | Value | Language |
---|---|---|
dc.contributor.author | 이원재 | ko |
dc.contributor.author | 이병채 | ko |
dc.date.accessioned | 2013-02-27T10:18:05Z | - |
dc.date.available | 2013-02-27T10:18:05Z | - |
dc.date.created | 2012-02-06 | - |
dc.date.created | 2012-02-06 | - |
dc.date.issued | 2000-07 | - |
dc.identifier.citation | 대한기계학회논문집 A, v.24, no.7, pp.1721 - 1730 | - |
dc.identifier.issn | 1226-4873 | - |
dc.identifier.uri | http://hdl.handle.net/10203/67939 | - |
dc.description.abstract | An eccentric degenerated shell element with geometric non-linearity for the precise and efficient analysis of stiffened shell structures is developed. To deal with the eccentricity, we define the e ccentric shell and the master shell that constitute one combined shell. It is assumed that the sections remain plane after deformation. The internal force vector and the tangent stiffness matrix based on the virtual work principle in the natural coordinate system are derived. To enhance the robustness of the element, assumed strain method for transverse shear and membrane strains is used. Through numerical experiments the effectiveness of the proposed element is demonstrated. | - |
dc.language | Korean | - |
dc.publisher | 대한기계학회 | - |
dc.title | 보강된 구조물의 기하학적 비선형 해석을 위한 편심 응축 셀 요소 | - |
dc.title.alternative | An Eccentric Degenerated Shell Element for the Geometrically Nonlinear Analysis of Stiffened Structures | - |
dc.type | Article | - |
dc.type.rims | ART | - |
dc.citation.volume | 24 | - |
dc.citation.issue | 7 | - |
dc.citation.beginningpage | 1721 | - |
dc.citation.endingpage | 1730 | - |
dc.citation.publicationname | 대한기계학회논문집 A | - |
dc.contributor.localauthor | 이병채 | - |
dc.contributor.nonIdAuthor | 이원재 | - |
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