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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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