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《Journal of Shijiazhuang Railway Institute》 1989-01
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Postcracking Computation of Prestressed Concrete Members under Combined Torsion, Bending and Shear

Li Jianzhong;Xie Youfan Department of Bridge Engineering Southwest Jiaotong University  
An attempt is made to present procedures based on rational truss models and the Vecchio-Collins Stress-Strain Curve for Softened Concrete was in- duced in this paper. As a result, the computational equations which can cal- culate prestressed concrete members under combined torsion. bending and shear over the whole range from cracked to ultimate strength state are also presented. Four pieces of prestressed concrete members were tested. The ex- perimental results were analyzed and compared with the theoretical ones, and the comparison showed a good agreement.
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