DC Field | Value | Language |
---|---|---|
dc.contributor.author | 김진우 | ko |
dc.contributor.author | 김선덕 | ko |
dc.contributor.author | 홍창선 | ko |
dc.date.accessioned | 2009-12-23T02:11:57Z | - |
dc.date.available | 2009-12-23T02:11:57Z | - |
dc.date.created | 2012-02-06 | - |
dc.date.created | 2012-02-06 | - |
dc.date.issued | 1984 | - |
dc.identifier.citation | 대한기계학회논문집, v.8, no.3, pp.232 - 240 | - |
dc.identifier.issn | 1226-4873 | - |
dc.identifier.uri | http://hdl.handle.net/10203/15693 | - |
dc.description.abstract | The plane elastostatic boundary value problem with the sharp V-notched singularity is formulated by a contour integral method for determining numerically the stress intensity factors. The integral formula is based on Somigliana type of reciprocal work in terms of displacement and traction vectors on the plate boundary. The characteristic singular solutions can be identified on the basis of traction free boundary conditions of two radial notch edges. Two numerical example examples are treated in detail; a symmetric mode-I type of notched plate with various interior angles and a mixed mode type of cantilever subjected to end shear. | - |
dc.language | English | - |
dc.language.iso | ko | en |
dc.publisher | 대한기계학회 | - |
dc.title | 경로적분법을 이용한 V-노치 평판의 응력확대계수 계산 | - |
dc.type | Article | - |
dc.type.rims | ART | - |
dc.citation.volume | 8 | - |
dc.citation.issue | 3 | - |
dc.citation.beginningpage | 232 | - |
dc.citation.endingpage | 240 | - |
dc.citation.publicationname | 대한기계학회논문집 | - |
dc.embargo.liftdate | 9999-12-31 | - |
dc.embargo.terms | 9999-12-31 | - |
dc.contributor.localauthor | 홍창선 | - |
dc.contributor.nonIdAuthor | 김진우 | - |
dc.contributor.nonIdAuthor | 김선덕 | - |
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.