作者: Asraf Uzzaman , James B.P Lim , David Nash , Jim Rhodes , Ben Young
DOI: 10.1016/J.TWS.2012.03.010
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摘要: The results of 82 web crippling tests are presented, with 20 conducted on channel sections without openings and 62 openings. consider both end-two-flange interior-two-flange loading conditions. In the case openings, hole was located directly under concentrated load. load applied through bearing plates; effect different lengths is investigated. addition, cases flanges fastened unfastened to support considered. A non-linear elasto-plastic finite element model described, compared against laboratory test results; a good agreement obtained in terms strength failure modes.