journal article·1999-11

Failure of Web-Flange Junction in Postbuckled Pultruded I-Beams

Lawrence C. Bank, Jianshen Yin

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Abstract

A 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.
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Research context

OpenAlex topics: Mechanical Behavior of Composites · Composite Structure Analysis and Optimization · Structural Response to Dynamic Loads

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Prof., Dept. of Civ. and Envir. Engrg., Univ. of Wisconsin, Madison, WI 53706. E-mail: bank@engr.wisc.edu

Former Grad. Student, Dept. of Civ. Engrg., Catholic Univ. of America, Washington, DC 20064.

References (20)

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