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The local web buckling strength of stiffened coped steel-I-beam
Yam M.C.H.1; Lam A.C.C.3; Cheng J.J.R.2
2001-12-01
Conference NameAnnual Technical Session, Structural Stability Research Council
Source PublicationProceedings - Annual Technical Session, Structural Stability Research Council
Pages439-458
Conference Date2001
Conference PlaceFort Lauderdale, Florida, U.S.A.
Abstract

The local web buckling behavior of coped I-beam was analyzed both experimentally and analytically. Three full-scale tests on the local web buckling strength of coped steel I-beams were carried out, in the experimental program. One of them was designed to investigate the local web buckling strength of coped section without stiffeners and two of them with horizontal stiffeners. It was shown that from the test results that obvious lateral deflections occurred at the coped part even horizontal stiffeners were provided.

URLView the original
Language英语
Fulltext Access
Document TypeConference paper
CollectionDEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING
Affiliation1.Hong Kong Inst. of Voc. Education
2.University of Alberta
3.Universidade de Macau
Recommended Citation
GB/T 7714
Yam M.C.H.,Lam A.C.C.,Cheng J.J.R.. The local web buckling strength of stiffened coped steel-I-beam[C],2001:439-458.
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