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Please use this identifier to cite or link to this item: https://doi.org/10.1016/SO143-974X(02)00043-3
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dc.titleUltimate load behaviour of horizontally curved plate girders
dc.contributor.authorShanmugam, N.E.
dc.contributor.authorMahendrakumar, M.
dc.contributor.authorThevendran, V.
dc.date.accessioned2014-06-17T08:27:05Z
dc.date.available2014-06-17T08:27:05Z
dc.date.issued2003-04
dc.identifier.citationShanmugam, N.E.,Mahendrakumar, M.,Thevendran, V. (2003-04). Ultimate load behaviour of horizontally curved plate girders. Journal of Constructional Steel Research 59 (4) : 509-529. ScholarBank@NUS Repository. <a href="https://doi.org/10.1016/SO143-974X(02)00043-3" target="_blank">https://doi.org/10.1016/SO143-974X(02)00043-3</a>
dc.identifier.issn0143974X
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/66346
dc.description.abstractA detailed study on the ultimate load behaviour of plate girders curved in plan is described in the paper. Medium sized girders built using rolled steel plates were tested to failure. The girders were supported at the ends and subjected to a concentrated load applied at the mid span. The behaviour of web panels was closely studied in order to obtain a complete picture of the tension field action. All the girders were analysed by the elasto-plastic finite element method and the results were compared with those obtained experimentally. The test results indicate that the load-carrying capacity decreases with the increase in curvature. The finite element results for deformation and ultimate strength show good agreement with the corresponding values observed in the experiments. © 2002 Elsevier Science Ltd. All rights reserved.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/SO143-974X(02)00043-3
dc.sourceScopus
dc.subjectExperimental study
dc.subjectFinite element analysis
dc.subjectLoad-deflection behaviour
dc.subjectPlate girders curved in plan
dc.subjectTension field action
dc.subjectUltimate load behaviour
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1016/SO143-974X(02)00043-3
dc.description.sourcetitleJournal of Constructional Steel Research
dc.description.volume59
dc.description.issue4
dc.description.page509-529
dc.identifier.isiutNOT_IN_WOS
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