Shear behaviour of steel members and beam-to-column joints under elevated temperatures
The objective of current research is to investigate the possibility of using “Component-Based” method to predict steel joint behaviour at elevated temperatures. In this study, the beam web shear component of a joint has first been simplified into an equivalent girder web panel subjected to shear for...
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sg-ntu-dr.10356-119852023-03-03T19:39:27Z Shear behaviour of steel members and beam-to-column joints under elevated temperatures Qian, Zhenhai Tan Kang Hai School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design The objective of current research is to investigate the possibility of using “Component-Based” method to predict steel joint behaviour at elevated temperatures. In this study, the beam web shear component of a joint has first been simplified into an equivalent girder web panel subjected to shear force. Five series of beams have been tested at both ambient and elevated temperatures, without thermal restraints. In addition, three more series of specimens have been tested subjected to thermal restraints at higher temperatures. All plate girders tested at elevated temperatures exhibit web buckling failure mode, similar to ambient temperature tests. A mechanical model for the shear component in present work has been improved from plate theory. Doctor of Philosophy (CEE) 2008-09-25T06:34:10Z 2008-09-25T06:34:10Z 2007 2007 Thesis Qian, Z. (2007). Shear behaviour of steel members and beam-to-column joints under elevated temperatures. Doctoral thesis, Nanyang Technological University, Singapore. https://hdl.handle.net/10356/11985 10.32657/10356/11985 en Nanyang Technological University 298 p. application/pdf |
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DRNTU::Engineering::Civil engineering::Structures and design Qian, Zhenhai Shear behaviour of steel members and beam-to-column joints under elevated temperatures |
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The objective of current research is to investigate the possibility of using “Component-Based” method to predict steel joint behaviour at elevated temperatures. In this study, the beam web shear component of a joint has first been simplified into an equivalent girder web panel subjected to shear force. Five series of beams have been tested at both ambient and elevated temperatures, without thermal restraints. In addition, three more series of specimens have been tested subjected to thermal restraints at higher temperatures. All plate girders tested at elevated temperatures exhibit web buckling failure mode, similar to ambient temperature tests. A mechanical model for the shear component in present work has been improved from plate theory. |
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Tan Kang Hai |
author_facet |
Tan Kang Hai Qian, Zhenhai |
format |
Theses and Dissertations |
author |
Qian, Zhenhai |
author_sort |
Qian, Zhenhai |
title |
Shear behaviour of steel members and beam-to-column joints under elevated temperatures |
title_short |
Shear behaviour of steel members and beam-to-column joints under elevated temperatures |
title_full |
Shear behaviour of steel members and beam-to-column joints under elevated temperatures |
title_fullStr |
Shear behaviour of steel members and beam-to-column joints under elevated temperatures |
title_full_unstemmed |
Shear behaviour of steel members and beam-to-column joints under elevated temperatures |
title_sort |
shear behaviour of steel members and beam-to-column joints under elevated temperatures |
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2008 |
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https://hdl.handle.net/10356/11985 |
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1759858153786179584 |