The local web buckling strength of stiffened coped steel-I-beam

Chi Ho Michael Yam, Angus C C Lam, J. J Roger Cheng

Research output: Chapter in book / Conference proceedingConference article published in proceeding or bookAcademic researchpeer-review

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.
Original languageEnglish
Title of host publicationProceedings - Annual Technical Session, Structural Stability Research Council
Pages439-458
Number of pages20
Publication statusPublished - 1 Dec 2001
Externally publishedYes
EventProceedings - 2001 Annual Technical Session, and Meeting, Structural Stability Research Council - Ft. Lauderdale, FL, United States
Duration: 9 May 200112 May 2001

Conference

ConferenceProceedings - 2001 Annual Technical Session, and Meeting, Structural Stability Research Council
CountryUnited States
CityFt. Lauderdale, FL
Period9/05/0112/05/01

ASJC Scopus subject areas

  • Engineering(all)

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