| H型型钢混凝土压扭构件极限扭矩的计算初探 |
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| 引用本文： | 彭淑华.H型型钢混凝土压扭构件极限扭矩的计算初探[J].青岛建筑工程学院学报,2011(3):32-35. |
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| 作者姓名： | 彭淑华 |
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| 作者单位： | 李沧交通商务区建设办公室,青岛266041 |
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| 摘 要： | 以叠加原理为基础,对H型型钢混凝土受扭构件极限扭矩的计算公式进行了推导,探讨了H型型钢混凝土受扭构件在压扭作用下极限扭矩的计算,并对不同轴压比作用下构件的受力性能进行了分析,经公式计算值与试验值的比较,得出构件极限扭矩计算值与试验值基本吻合,验证了公式的正确性.
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| 关 键 词： | 型钢混凝土 压扭 极限扭矩 |
Calculation of Limit Torques of H-Type SRC Pressure-Torsion Members |
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| PENG Shu-hua.Calculation of Limit Torques of H-Type SRC Pressure-Torsion Members[J].Journal of Qingdao Institute of Architecture and Engineering,2011(3):32-35. |
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| Authors: | PENG Shu-hua |
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| Affiliation: | PENG Shu-hua (Transportation Business District Construction Office of Licang,Qingdao 266041,China) |
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| Abstract: | Based on the superposition principle,the calculation formula of limit torques of H-type SRC prsssure-torsion members is derived and the calculation of the limit torque of the H-type SRC pressure-torsion member also discussed in this paper.Meanwhile it analyses the mechanical behavior of the SRC member in different axial compression ratios.By means of comparing the formula calculation with the experimental value,the analytical results basically agree with those of the experiments. |
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| Keywords: | SRC pressure-torsion limit torque |
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