GEOMETRIC AND MATERIAL NONLINEAR ANALYSIS OF STRUCTURES COMPRISING RECTANGULAR HOLLOW SECTIONS.

S. Kitipornchai; F. G A Al-Bermani; Siu Lai Chan

GEOMETRIC AND MATERIAL NONLINEAR ANALYSIS OF STRUCTURES COMPRISING RECTANGULAR HOLLOW SECTIONS.

S. Kitipornchai
, F. G A Al-Bermani
, Siu Lai Chan

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

Abstract

This paper presents a nonlinear finite element analysis of structures comprising thin-walled rectangular hollow sections. Nonlinearities due to both the change of geometry and material yielding are included, incorporataing also the effects of strain-unloading. The geometry and the stiffness of the elements are modified and used to update the structure tangent stiffness matrix. An iterative procedure combining the arc-length and the work methods is employed for the solution of the incremental equation of equilibrium. The method has been applied successfully to predict the nonlinear load-deflection behavior of isolated cold-formed SHS columns, fabricated RHS parabolic fixed end arches, and double chord SHS trusses having different joint configurations.

Original language	English
Journal	Research Report Series - University of Queensland, Department of Civil Engineering
Issue number	CE79
Publication status	Published - 1 Jan 1987
Externally published	Yes

ASJC Scopus subject areas

General Medicine

Cite this

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title = "GEOMETRIC AND MATERIAL NONLINEAR ANALYSIS OF STRUCTURES COMPRISING RECTANGULAR HOLLOW SECTIONS.",

abstract = "This paper presents a nonlinear finite element analysis of structures comprising thin-walled rectangular hollow sections. Nonlinearities due to both the change of geometry and material yielding are included, incorporataing also the effects of strain-unloading. The geometry and the stiffness of the elements are modified and used to update the structure tangent stiffness matrix. An iterative procedure combining the arc-length and the work methods is employed for the solution of the incremental equation of equilibrium. The method has been applied successfully to predict the nonlinear load-deflection behavior of isolated cold-formed SHS columns, fabricated RHS parabolic fixed end arches, and double chord SHS trusses having different joint configurations.",

author = "S. Kitipornchai and Al-Bermani, \{F. G A\} and Chan, \{Siu Lai\}",

year = "1987",

month = jan,

day = "1",

language = "English",

journal = "Research Report Series - University of Queensland, Department of Civil Engineering",

issn = "0159-1185",

publisher = "University of Queensland Press",

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T1 - GEOMETRIC AND MATERIAL NONLINEAR ANALYSIS OF STRUCTURES COMPRISING RECTANGULAR HOLLOW SECTIONS.

AU - Kitipornchai, S.

AU - Al-Bermani, F. G A

AU - Chan, Siu Lai

PY - 1987/1/1

Y1 - 1987/1/1

N2 - This paper presents a nonlinear finite element analysis of structures comprising thin-walled rectangular hollow sections. Nonlinearities due to both the change of geometry and material yielding are included, incorporataing also the effects of strain-unloading. The geometry and the stiffness of the elements are modified and used to update the structure tangent stiffness matrix. An iterative procedure combining the arc-length and the work methods is employed for the solution of the incremental equation of equilibrium. The method has been applied successfully to predict the nonlinear load-deflection behavior of isolated cold-formed SHS columns, fabricated RHS parabolic fixed end arches, and double chord SHS trusses having different joint configurations.

AB - This paper presents a nonlinear finite element analysis of structures comprising thin-walled rectangular hollow sections. Nonlinearities due to both the change of geometry and material yielding are included, incorporataing also the effects of strain-unloading. The geometry and the stiffness of the elements are modified and used to update the structure tangent stiffness matrix. An iterative procedure combining the arc-length and the work methods is employed for the solution of the incremental equation of equilibrium. The method has been applied successfully to predict the nonlinear load-deflection behavior of isolated cold-formed SHS columns, fabricated RHS parabolic fixed end arches, and double chord SHS trusses having different joint configurations.

UR - https://www.scopus.com/pages/publications/0023209522

M3 - Journal article

SN - 0159-1185

JO - Research Report Series - University of Queensland, Department of Civil Engineering

JF - Research Report Series - University of Queensland, Department of Civil Engineering

IS - CE79

ER -

GEOMETRIC AND MATERIAL NONLINEAR ANALYSIS OF STRUCTURES COMPRISING RECTANGULAR HOLLOW SECTIONS.

Abstract

ASJC Scopus subject areas

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