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Abstract：
A method analyzing reinforced concrete frames in fire by using beam element is presented in this paper. The temperature of the concrete and steel rebars of a reinforced concrete element cross-section is exactly decided by coding a user material subroutine and a user predefined field subroutine, and then the incremental strain-stress relation of concrete at elevated temperatures is determined. The comparison between the calculated results and ABAQUS concrete model results shows that the presented method is reasonable.
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Journal of Beijing University of Technology
ISSN： 0254-0037
Year： 2010
Issue： 3
Volume： 36
Page： 316-320
Cited Count：
WoS CC Cited Count： 0
SCOPUS Cited Count：
ESI Highly Cited Papers on the List： 0 Unfold All
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Chinese Cited Count：
30 Days PV： 7
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