Please use this identifier to cite or link to this item: https://doi.org/10.1061/(ASCE)0733-9445(1995)121:9(1259)
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dc.titleUltimate strength analysis of stub girders
dc.contributor.authorWang, C.M.
dc.contributor.authorPadmanaban, K.
dc.contributor.authorShanmugam, N.E.
dc.date.accessioned2014-06-17T08:27:06Z
dc.date.available2014-06-17T08:27:06Z
dc.date.issued1995-09
dc.identifier.citationWang, C.M., Padmanaban, K., Shanmugam, N.E. (1995-09). Ultimate strength analysis of stub girders. Journal of structural engineering New York, N.Y. 121 (9) : 1259-1264. ScholarBank@NUS Repository. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:9(1259)
dc.identifier.issn07339445
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/66347
dc.description.abstractThis paper is on the determination of the ultimate load-carrying capacity of stub girders. Two different methods are presented for this purpose. In the first method, the stub girder is modeled as a vierendeel truss girder. Based on an assumed collapse mechanism, shear force distribution between the top and bottom chords proportioned according to the shear and flexural stiffnesses and point of contraflexure at the midlength of opening, an explicit expression to calculate the ultimate load is derived. The second method uses the finite-element software package ABAQUS for the nonlinear analyses of idealized two-dimensional stub girder models. The methods furnish results that are in reasonable agreement with experimental results, for girders in which the premature failure of shear connectors, local buckling of stubs and the main girder, and the longitudinal shear failure are prevented.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1061/(ASCE)0733-9445(1995)121:9(1259)
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1061/(ASCE)0733-9445(1995)121:9(1259)
dc.description.sourcetitleJournal of structural engineering New York, N.Y.
dc.description.volume121
dc.description.issue9
dc.description.page1259-1264
dc.description.codenJSEND
dc.identifier.isiutA1995RQ54400001
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