A theoretical analysis of the plastic-moment capacity of an inclined yield line under axial force

Xiao Ling Zhao; Gregory J. Hancock

doi:10.1016/0263-8231(93)90026-7

A theoretical analysis of the plastic-moment capacity of an inclined yield line under axial force

Xiao Ling Zhao, Gregory J. Hancock

Research output: Journal article publication › Journal article › Academic research › peer-review

26 Citations (Scopus)

Abstract

Existing formulae for the reduced plastic-moment capacity of an inclined yield line under axial force are reviewed. Lower-bound solutions, which are based on the Tresca yield criterion and the von Mises yield criterion, are derived to determine the reduced plastic-moment capacity of an inclined yield line under axial force. The effect of the twisting moment on the reduction of the plastic-moment capacity is considered.

Original language	English
Pages (from-to)	185-207
Number of pages	23
Journal	Thin-Walled Structures
Volume	15
Issue number	3
DOIs	https://doi.org/10.1016/0263-8231(93)90026-7
Publication status	Published - 1993
Externally published	Yes

ASJC Scopus subject areas

Civil and Structural Engineering
Building and Construction
Mechanical Engineering

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10.1016/0263-8231(93)90026-7

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title = "A theoretical analysis of the plastic-moment capacity of an inclined yield line under axial force",

abstract = "Existing formulae for the reduced plastic-moment capacity of an inclined yield line under axial force are reviewed. Lower-bound solutions, which are based on the Tresca yield criterion and the von Mises yield criterion, are derived to determine the reduced plastic-moment capacity of an inclined yield line under axial force. The effect of the twisting moment on the reduction of the plastic-moment capacity is considered.",

author = "Zhao, \{Xiao Ling\} and Hancock, \{Gregory J.\}",

note = "Funding Information: Thanks are due to the University of Sydney for the UPRA Scholarship, the Centre for Advanced Structural Engineering of the University of Sydney for C.A.S.E Scholarship, and Tubemakers of Australia Limited for additional financial support. The authors would like to thank Professor Noel Murray at Monash University in Australia and ir. Monique Bakker at Eindhoven University of Technology in the Netherlands for provision of their reports and for discussions.",

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AU - Zhao, Xiao Ling

AU - Hancock, Gregory J.

N1 - Funding Information: Thanks are due to the University of Sydney for the UPRA Scholarship, the Centre for Advanced Structural Engineering of the University of Sydney for C.A.S.E Scholarship, and Tubemakers of Australia Limited for additional financial support. The authors would like to thank Professor Noel Murray at Monash University in Australia and ir. Monique Bakker at Eindhoven University of Technology in the Netherlands for provision of their reports and for discussions.

PY - 1993

Y1 - 1993

N2 - Existing formulae for the reduced plastic-moment capacity of an inclined yield line under axial force are reviewed. Lower-bound solutions, which are based on the Tresca yield criterion and the von Mises yield criterion, are derived to determine the reduced plastic-moment capacity of an inclined yield line under axial force. The effect of the twisting moment on the reduction of the plastic-moment capacity is considered.

AB - Existing formulae for the reduced plastic-moment capacity of an inclined yield line under axial force are reviewed. Lower-bound solutions, which are based on the Tresca yield criterion and the von Mises yield criterion, are derived to determine the reduced plastic-moment capacity of an inclined yield line under axial force. The effect of the twisting moment on the reduction of the plastic-moment capacity is considered.

UR - https://www.scopus.com/pages/publications/0027132032

U2 - 10.1016/0263-8231(93)90026-7

DO - 10.1016/0263-8231(93)90026-7

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AN - SCOPUS:0027132032

SN - 0263-8231

VL - 15

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JO - Thin-Walled Structures

JF - Thin-Walled Structures

IS - 3

ER -

A theoretical analysis of the plastic-moment capacity of an inclined yield line under axial force

Abstract

ASJC Scopus subject areas

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