Please use this identifier to cite or link to this item: https://doi.org/10.1061/(ASCE)0733-9445(2005)131:1(129)
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dc.titleStatic strength of T-joints reinforced with doubler or collar plates. II: Numerical simulations
dc.contributor.authorVan Der Vegte, G.J.
dc.contributor.authorChoo, Y.S.
dc.contributor.authorLiang, J.X.
dc.contributor.authorZettlemoyer, N.
dc.contributor.authorLiew, J.Y.R.
dc.date.accessioned2014-06-17T08:25:31Z
dc.date.available2014-06-17T08:25:31Z
dc.date.issued2005-01
dc.identifier.citationVan Der Vegte, G.J., Choo, Y.S., Liang, J.X., Zettlemoyer, N., Liew, J.Y.R. (2005-01). Static strength of T-joints reinforced with doubler or collar plates. II: Numerical simulations. Journal of Structural Engineering 131 (1) : 129-138. ScholarBank@NUS Repository. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:1(129)
dc.identifier.issn07339445
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/66209
dc.description.abstractIn the companion paper, the results of 12 tests on reinforced and unreinforced tubular T-joints subjected to axial brace loading were presented. The current study reports the finite element (FE) simulations of these 12 experiments. Various aspects of the FE strategy such as element type, mesh density, and contact algorithm are addressed. The numerically and experimentally determined load-ovalization plots reveal a very good correlation, not only for the initial stiffness, but also for the peak load and the postpeak branch of the curves. A comparison between deformed cross sections obtained from the tests and the corresponding numerically determined deformed shapes further confirms the close match between the numerical and experimental results. The paper then reports on the parametric FE study conducted on doubler plate reinforced T-joints subjected to axial brace compression. It is found that a significant strength enhancement can be achieved through proper proportioning of the doubler plate.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1061/(ASCE)0733-9445(2005)131:1(129)
dc.sourceScopus
dc.subjectExperimentation
dc.subjectFinite element method
dc.subjectPlates
dc.subjectSimulation
dc.subjectStrength
dc.subjectT joints
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1061/(ASCE)0733-9445(2005)131:1(129)
dc.description.sourcetitleJournal of Structural Engineering
dc.description.volume131
dc.description.issue1
dc.description.page129-138
dc.description.codenJSEND
dc.identifier.isiut000225815400013
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