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《Sichuan Building Science》 2013-05
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The finite element analysis on torsional behavior of CFRP reinforced RC columns subjected to combined action of force

LI Jiong;LIU Zheng;LIU Yanzi;CHEN Xin;Faculty of Architectural Engineering,Kunming University of Science and Technology;  
In the axial force existence situation,the carbon fiber longitudinal and circumferential inadequate bearing capacity of reinforced concrete column in a monotonic torque under bending shear reinforcement to the wound,and inadequate performance bearing capacity,completed 11 root carbon fiber reinforced columns of the finite element model of nonlinear analysis,including nonreinforcement column and reinforcement column of carbon fiber of paste layer number,the location and orientation to be the test parameters to observe the specimen failure modes,and determination of specimens by the torsion capacity and reverse angle and steel,concrete and carbon fiber strain,and analysis of carbon fiber reinforced concrete column failure mechanism of torsion.
【CateGory Index】: TU375.3
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【Citations】
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