Buckling behavior of pultruded monosymmetric members
DC Field | Value | Language |
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dc.contributor.author | Lee, S.S. | - |
dc.contributor.author | Yoon, S.J. | - |
dc.contributor.author | Cho, S.K. | - |
dc.contributor.author | Park, J.M. | - |
dc.date.accessioned | 2022-02-17T05:42:26Z | - |
dc.date.available | 2022-02-17T05:42:26Z | - |
dc.date.created | 2022-02-17 | - |
dc.date.issued | 2005 | - |
dc.identifier.issn | 1013-9826 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hongik/handle/2020.sw.hongik/25666 | - |
dc.description.abstract | Pultruded fiber reinforced polymer (FRP) structural members have been used in various civil engineering applications. T-shapes are commonly used for chord members in trusses and for bracing members. In these cases, T-shapes are mainly subjected to axial forces, and stability of a member is one of the major concerns in the design. Due to the monosymmetry existing in the cross-section of T-shapes, T-shapes are likely to buckle in a flexural-torsional mode. An energy solution, using the Ritz method, to the buckling problem of a pulturuded T-shape under uniform compression is derived based on a composite thin-walled beam theory developed by Bauld and Tzeng. The solution accounts for the bending-twisting and bending-extension coupling effects. The derived energy solutions are compared to the experimental results of buckling tests conducted on seventeen pultruded T-shapes. It is found that the ratios of the experimental to analytical results are in the range of 1.00 to 1.32. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | Trans Tech Publications Ltd | - |
dc.title | Buckling behavior of pultruded monosymmetric members | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Yoon, S.J. | - |
dc.identifier.doi | 10.4028/0-87849-978-4.1259 | - |
dc.identifier.scopusid | 2-s2.0-34249709071 | - |
dc.identifier.bibliographicCitation | Key Engineering Materials, v.297-300 II, pp.1259 - 1264 | - |
dc.relation.isPartOf | Key Engineering Materials | - |
dc.citation.title | Key Engineering Materials | - |
dc.citation.volume | 297-300 II | - |
dc.citation.startPage | 1259 | - |
dc.citation.endPage | 1264 | - |
dc.type.rims | ART | - |
dc.type.docType | Conference Paper | - |
dc.description.journalClass | 1 | - |
dc.description.journalRegisteredClass | scopus | - |
dc.subject.keywordAuthor | Beam theory | - |
dc.subject.keywordAuthor | Elastic coupling effects | - |
dc.subject.keywordAuthor | Flexural-torsional buckling | - |
dc.subject.keywordAuthor | Monosymmetric | - |
dc.subject.keywordAuthor | Pultruded FRP | - |
dc.subject.keywordAuthor | Ritz method | - |
dc.subject.keywordAuthor | T-shapes | - |
dc.subject.keywordAuthor | Thin-walled member | - |
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