Investigating the inelastic cyclic behaviour of large-size steel wide-flange section braces

Madhar Haddad; Nigel Shrive

doi:10.1016/j.conbuildmat.2018.12.016

Investigating the inelastic cyclic behaviour of large-size steel wide-flange section braces

Madhar Haddad, Nigel Shrive

Department of Architectural Engineering

Research output: Contribution to journal › Article › peer-review

10 Citations (Scopus)

Abstract

Wide flange (WF) section members represent an attractive alternative to tubular braces to resist seismic excitations in braced frames. In the current study, an average true stress-true strain curve is proposed and used to model six large-scale WF brace members in combination with a refined fracture model. The effects of various material and geometric parameters are investigated. Increasing or reducing either or both the strength and the thickness of gusset plates by 10% or 20% has negligible effect on the hysteresis behaviour under reverse cyclic loading and the fracture of the large-scale WF brace members analysed.

Original language	English
Pages (from-to)	92-105
Number of pages	14
Journal	Construction and Building Materials
Volume	199
DOIs	https://doi.org/10.1016/j.conbuildmat.2018.12.016
Publication status	Published - Feb 28 2019

Keywords

Calibration
Finite element analysis
Fracture
Power-hardening law
WF steel brace members

ASJC Scopus subject areas

Civil and Structural Engineering
Building and Construction
Materials Science(all)

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10.1016/j.conbuildmat.2018.12.016

Cite this

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title = "Investigating the inelastic cyclic behaviour of large-size steel wide-flange section braces",

abstract = "Wide flange (WF) section members represent an attractive alternative to tubular braces to resist seismic excitations in braced frames. In the current study, an average true stress-true strain curve is proposed and used to model six large-scale WF brace members in combination with a refined fracture model. The effects of various material and geometric parameters are investigated. Increasing or reducing either or both the strength and the thickness of gusset plates by 10% or 20% has negligible effect on the hysteresis behaviour under reverse cyclic loading and the fracture of the large-scale WF brace members analysed.",

keywords = "Calibration, Finite element analysis, Fracture, Power-hardening law, WF steel brace members",

author = "Madhar Haddad and Nigel Shrive",

note = "Funding Information: The study was made possible by financial support of the Individual Research Grant of the UAEU (SEED – G00001044) and the UAEU Program for Advanced Research (UPAR – G00001916) fund. In addition, many thanks to the UAE University for providing the computational modelling facilities to conduct the work in this study. Publisher Copyright: {\textcopyright} 2018 Elsevier Ltd",

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doi = "10.1016/j.conbuildmat.2018.12.016",

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AU - Haddad, Madhar

AU - Shrive, Nigel

N1 - Funding Information: The study was made possible by financial support of the Individual Research Grant of the UAEU (SEED – G00001044) and the UAEU Program for Advanced Research (UPAR – G00001916) fund. In addition, many thanks to the UAE University for providing the computational modelling facilities to conduct the work in this study. Publisher Copyright: © 2018 Elsevier Ltd

PY - 2019/2/28

Y1 - 2019/2/28

N2 - Wide flange (WF) section members represent an attractive alternative to tubular braces to resist seismic excitations in braced frames. In the current study, an average true stress-true strain curve is proposed and used to model six large-scale WF brace members in combination with a refined fracture model. The effects of various material and geometric parameters are investigated. Increasing or reducing either or both the strength and the thickness of gusset plates by 10% or 20% has negligible effect on the hysteresis behaviour under reverse cyclic loading and the fracture of the large-scale WF brace members analysed.

AB - Wide flange (WF) section members represent an attractive alternative to tubular braces to resist seismic excitations in braced frames. In the current study, an average true stress-true strain curve is proposed and used to model six large-scale WF brace members in combination with a refined fracture model. The effects of various material and geometric parameters are investigated. Increasing or reducing either or both the strength and the thickness of gusset plates by 10% or 20% has negligible effect on the hysteresis behaviour under reverse cyclic loading and the fracture of the large-scale WF brace members analysed.

KW - Calibration

KW - Finite element analysis

KW - Fracture

KW - Power-hardening law

KW - WF steel brace members

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JO - Construction and Building Materials

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Investigating the inelastic cyclic behaviour of large-size steel wide-flange section braces

Abstract

Keywords

ASJC Scopus subject areas

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