Nonlinear model to predict the torsional response of U-shaped thin-walled RC members

被引:15
|
作者
Chen, Shenggang [1 ]
Ye, Yinghua [1 ,2 ]
Guo, Quanquan [1 ]
Cheng, Shaohong [3 ]
Diao, Bo [1 ,2 ]
机构
[1] Beihang Univ, Dept Civil Engn, Beijing 100191, Peoples R China
[2] South China Univ Technol, State Key Lab Subtrop Bldg Sci, Guangzhou 510641, Guangdong, Peoples R China
[3] Univ Windsor, Dept Civil & Environm Engn, Windsor, ON N9B 3P4, Canada
关键词
U-shaped RC members; thin-walled members; warping torsion; nonlinear stiffness; warping shear deformation; CONCRETE MEMBERS; BEAMS; SHEAR;
D O I
10.12989/sem.2016.60.6.1039
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Based on Vlasov's torsional theory of open thin-walled members and the nonlinear constitutive relations of materials, a nonlinear analysis model to predict response of open thin-walled RC members subjected to pure torsion is proposed in the current study. The variation of the circulatory torsional stiffness and warping torsional stiffness over the entire loading process and the impact of warping shear deformation on the torsion-induced rotation of the member are considered in the formulation. The torque equilibrium differential equation is then solved by Runge-Kutta method. The proposed nonlinear model is then applied to predict the behavior of five U-shaped thin-walled RC members under pure torsion. Four of them were tested in an earlier experimental study by the authors and the testing data of the fifth one were reported in an existing literature. Results show that the analytical predictions based on the proposed model agree well with the experimental data of all five specimens. This clearly shows the validity of the proposed nonlinear model analyzing behavior of U-shaped thin-walled RC members under pure torsion.
引用
收藏
页码:1039 / 1061
页数:23
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