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

Xiao Zhao; A. Kernot; Jeffrey Packer; T Haque

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

Xiao Zhao, A. Kernot, Jeffrey Packer, T Haque

Civil Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference Paper › Research › peer-review

7 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 language	English
Title of host publication	Tubular Structures XIII - Proceedings of the 13th International Symposium on Tubular Structures
Editors	Ben Young
Place of Publication	The Netherlands
Publisher	CRC Press
Pages	293-301
Number of pages	9
ISBN (Print)	9780415584739
Publication status	Published - 2010
Event	International Symposium on Tubular Structures 2010 - Hong Kong, China Duration: 15 Dec 2010 → 17 Dec 2010 Conference number: 13th

Conference

Conference	International Symposium on Tubular Structures 2010
Abbreviated title	ISTS 2010
Country/Territory	China
City	Hong Kong
Period	15/12/10 → 17/12/10

Cite this

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title = "Slenderness limits for EHS and OHS subject to bending using the RHS approach",

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.",

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booktitle = "Tubular Structures XIII - Proceedings of the 13th International Symposium on Tubular Structures",

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note = "International Symposium on Tubular Structures 2010, ISTS 2010 ; Conference date: 15-12-2010 Through 17-12-2010",

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Slenderness limits for EHS and OHS subject to bending using the RHS approach. / Zhao, Xiao; Kernot, A.; Packer, Jeffrey et al.
Tubular Structures XIII - Proceedings of the 13th International Symposium on Tubular Structures. ed. / Ben Young. The Netherlands: CRC Press, 2010. p. 293-301.

Research output: Chapter in Book/Report/Conference proceeding › Conference Paper › Research › peer-review

TY - GEN

T1 - Slenderness limits for EHS and OHS subject to bending using the RHS approach

AU - Zhao, Xiao

AU - Kernot, A.

AU - Packer, Jeffrey

AU - Haque, T

N1 - Conference code: 13th

PY - 2010

Y1 - 2010

N2 - 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.

AB - 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.

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M3 - Conference Paper

SN - 9780415584739

SP - 293

EP - 301

BT - Tubular Structures XIII - Proceedings of the 13th International Symposium on Tubular Structures

A2 - Young, Ben

PB - CRC Press

CY - The Netherlands

T2 - International Symposium on Tubular Structures 2010

Y2 - 15 December 2010 through 17 December 2010

ER -

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

Abstract

Conference

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