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contributor authorLawrence C. Bank
contributor authorJianshen Yin
date accessioned2017-05-08T21:30:21Z
date available2017-05-08T21:30:21Z
date copyrightNovember 1999
date issued1999
identifier other%28asce%291090-0268%281999%293%3A4%28177%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54043
description abstractA numerical procedure for analyzing a common and catastrophic failure mode in pultruded composite material I-beams is presented in this paper. Pultruded wide-flange profiles (often referred to as I-beams) exhibit a number of different failure modes when loaded in flexure or axial compression. The particular failure mode of interest to this paper is that due to the local separation of the flange from the web of the profile following local buckling of the flange. A node-separation technique is used to simulate the progressive failure of the joint between the flange and the web of the wide-flange beam in the postbuckled regime. The procedure has been implemented in NIKE3D, a multipurpose nonlinear implicit finite-element code. The fundamentals of the separation algorithm and the mechanics of the implementation in NIKE3D are described. The results of simulations using the proposed procedure are compared with experimental observations.
publisherAmerican Society of Civil Engineers
titleFailure of Web-Flange Junction in Postbuckled Pultruded I-Beams
typeJournal Paper
journal volume3
journal issue4
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)1090-0268(1999)3:4(177)
treeJournal of Composites for Construction:;1999:;Volume ( 003 ):;issue: 004
contenttypeFulltext


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