Chapter
Feb 22, 2016
Fire Resistance Tests of Concrete-Filled Stainless Steel Tubular Columns
Authors: Mohamed Ghannam [email protected], Zhong Tao [email protected], and Tian Yi Song [email protected]Author Affiliations
Publication: Composite Construction in Steel and Concrete VII
Abstract
This paper presents the fire resistance test results of 6 concrete filled stainless steel tubular (CFSST) columns. The influence of various parameters, including the cross-section type (circular and square), the load ratio (0.3, 0.45) and the presence of steel reinforcement (plain and reinforced concrete), were investigated. To capture the initial imperfections of the CFSST columns, a photogrammetry method was employed for the measurement prior to the fire testing. Fire tests were conducted on the CFSST columns under axial compression. The failure mode, temperature distribution, deformation, and fire resistance of the CFSST columns are presented and discussed.
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Published In
Composite Construction in Steel and Concrete VII
Pages: 468 - 478
Copyright
© 2016 American Society of Civil Engineers.
History
Published online: Feb 22, 2016
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Institute for Infrastructure Engineering, Univ. of Western Sydney, Penrith, NSW 2751, Australia. E-mail: [email protected]
Institute for Infrastructure Engineering, Univ. of Western Sydney, Penrith, NSW 2751, Australia. E-mail: [email protected]
Institute for Infrastructure Engineering, Univ. of Western Sydney, Penrith, NSW 2751, Australia. E-mail: [email protected]
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