Slenderness limits for EHS and OHS subject to bending using the RHS approach

X. L. Zhao, A M Kernot, Jeffrey A Packer, T Haque

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6 Citations (Scopus)

Abstract

This paper presents an investigation into the slenderness limits for EHS and OHS subject to bending by using an equivalent RHS approach. Experimental data from tests carried out by Chan and Gardner (2008) on EHS and by Theofanous et al. (2009) on OHS were used as the basis for analysis. The newly derived limits for EHS and OHS are compared with slenderness limits in various codes for RHS. The bending capacity predicted using the RHS approach is also compared with the moment capacity from experiments on EHS/OHS beams.

Original languageEnglish
Title of host publicationTubular Structures XIII - Proceedings of the 13th International Symposium on Tubular Structures
Pages293-301
Number of pages9
Publication statusPublished - 2010
Externally publishedYes
EventInternational Symposium on Tubular Structures 2010 - Hong Kong, China
Duration: 15 Dec 201017 Dec 2010
Conference number: 13th

Conference

ConferenceInternational Symposium on Tubular Structures 2010
Abbreviated titleISTS 2010
CountryChina
CityHong Kong
Period15/12/1017/12/10

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