Buckling behavior of pultruded monosymmetric members
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Lee, SS | - |
dc.contributor.author | Yoon, SJ | - |
dc.contributor.author | Cho, SK | - |
dc.contributor.author | Park, JM | - |
dc.date.accessioned | 2022-02-17T03:43:35Z | - |
dc.date.available | 2022-02-17T03:43:35Z | - |
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/25263 | - |
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, SJ | - |
dc.identifier.doi | 10.4028/www.scientific.net/KEM.297-300.1259 | - |
dc.identifier.wosid | 000233131201092 | - |
dc.identifier.bibliographicCitation | ADVANCES IN FRACTURE AND STRENGTH, PTS 1- 4, v.297-300, pp.1259 - 1264 | - |
dc.relation.isPartOf | ADVANCES IN FRACTURE AND STRENGTH, PTS 1- 4 | - |
dc.citation.title | ADVANCES IN FRACTURE AND STRENGTH, PTS 1- 4 | - |
dc.citation.volume | 297-300 | - |
dc.citation.startPage | 1259 | - |
dc.citation.endPage | 1264 | - |
dc.type.rims | ART | - |
dc.type.docType | Article; Proceedings Paper | - |
dc.description.journalClass | 1 | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.relation.journalResearchArea | Materials Science | - |
dc.relation.journalResearchArea | Mechanics | - |
dc.relation.journalWebOfScienceCategory | Materials Science, Ceramics | - |
dc.relation.journalWebOfScienceCategory | Materials Science, Multidisciplinary | - |
dc.relation.journalWebOfScienceCategory | Mechanics | - |
dc.relation.journalWebOfScienceCategory | Materials Science, Characterization & Testing | - |
dc.relation.journalWebOfScienceCategory | Materials Science, Composites | - |
dc.subject.keywordAuthor | pultruded FRP | - |
dc.subject.keywordAuthor | monosymmetric | - |
dc.subject.keywordAuthor | T-shapes | - |
dc.subject.keywordAuthor | flexural-torsional buckling | - |
dc.subject.keywordAuthor | thin-walled member | - |
dc.subject.keywordAuthor | beam theory | - |
dc.subject.keywordAuthor | Ritz method | - |
dc.subject.keywordAuthor | elastic coupling effects | - |
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
94, Wausan-ro, Mapo-gu, Seoul, 04066, Korea02-320-1314
COPYRIGHT 2020 HONGIK UNIVERSITY. ALL RIGHTS RESERVED.
Certain data included herein are derived from the © Web of Science of Clarivate Analytics. All rights reserved.
You may not copy or re-distribute this material in whole or in part without the prior written consent of Clarivate Analytics.