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A parametric study of unlipped cold-formed ferritic stainless steel sections with circular web openings subjected to web crippling under interior-two-flange (ITF) loading condition is undertaken, using quasi-static finite element analysis, to investigate the effects of web openings and cross-sections sizes. The circular web openings are located either centred or offset to the bearing plates. The strengths...
Web openings are commonly used in beams of buildings to facilitate services. In this paper, a combination of tests and non-linear finite element analyses is used to investigate the effect of such web openings on the web crippling strength of cold-formed ferritic stainless steel unlipped channel-sections under the interior-two-flange (ITF) loading condition; the cases of both flanges fastened and flanges...
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