Please use this identifier to cite or link to this item: https://doi.org/10.1016/S0143-974X(01)00046-3
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dc.titleStatic strength of plate trunnions subjected to shear loads - Part I. Experimental study
dc.contributor.authorChoo, Y.S.
dc.contributor.authorQuah, C.K.
dc.contributor.authorShanmugam, N.E.
dc.contributor.authorLiew, J.Y.R.
dc.date.accessioned2014-06-17T08:25:26Z
dc.date.available2014-06-17T08:25:26Z
dc.date.issued2002
dc.identifier.citationChoo, Y.S., Quah, C.K., Shanmugam, N.E., Liew, J.Y.R. (2002). Static strength of plate trunnions subjected to shear loads - Part I. Experimental study. Journal of Constructional Steel Research 58 (2) : 301-318. ScholarBank@NUS Repository. https://doi.org/10.1016/S0143-974X(01)00046-3
dc.identifier.issn0143974X
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/66203
dc.description.abstractThis paper presents the results of an experimental study on the behaviour of plate trunnions subjected to shear loads. The computational study and design considerations for plate trunnions are described in a companion paper. The general test arrangement, structural details and results for nine large-scale specimens are presented. The experimental results show that there is a significant strength contribution from the side braces to the overall plate trunnion strength, which the industry practice ignores. From the tests, two distinct failure modes associated with main-plate dominated, and shear plate or brace dominated responses were observed. The shear yield strengths of the shear plate and side braces are found to provide a consistent lower-bound reference strength for the tested specimens. © 2002 Elsevier Science Ltd. All rights reserved.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/S0143-974X(01)00046-3
dc.sourceScopus
dc.subjectExperimental study
dc.subjectShear loads
dc.subjectTrunnions
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1016/S0143-974X(01)00046-3
dc.description.sourcetitleJournal of Constructional Steel Research
dc.description.volume58
dc.description.issue2
dc.description.page301-318
dc.identifier.isiut000173890300006
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