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高强钢筋混凝土复合受扭构件开裂性能试验研究

Experimental study of cracking performance of high-strength reinforced concrete members subjected to combined torsion

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【作者】 门进杰史庆轩刘继明李家富

【Author】 Men Jinjie~1,Shi Qingxuan~1,Liu Jiming~2,Li Jiafu~2(1 College of Civil Engineering,Xi′an University of Architecture and Technology,Xi’an 710055,China;2 College of Civil Engineering,Qingdao Technological University,Qingdao 266033,China)

【机构】 西安建筑科技大学土木工程学院青岛理工大学土木工程学院青岛理工大学土木工程学院 西安710055西安710055青岛266033

【摘要】 以轴压比和相对偏心距为参数,对8根高强钢筋混凝土压弯剪构件在单调扭矩作用下的性能进行了试验研究,探讨了试件裂缝的产生和发展、破坏特征以及影响裂缝倾角和开裂扭矩的因素。推导出了压弯剪复合受扭构件开裂扭矩的计算公式,与试验结果进行对比,计算值与试验值吻合较好,为高强混凝土复合受扭构件开裂扭矩的计算和设计提供了参考。

【Abstract】 Cracking performance of high-strength reinforced concrete members subjected to axial compression,shear and torque is studied.Based on the experiment of 8 combined torsion specimens,the cracking,the failure modes of the member are analyzed.It is shown that the axial stress level and relative eccentricity have greatly effect on the angle of cracks and cracking torque of members.A practical formula of cracking torque is concluded for the member subjected to axial compression,shear and torque.It can be proved that the formula agrees well with the results of experiment and can provide valuable reference for design of combined torsion members.

【基金】 教育部博士点基金项目(20060703008)
  • 【文献出处】 建筑结构 ,Building Structure , 编辑部邮箱 ,2008年06期
  • 【分类号】TU375
  • 【被引频次】9
  • 【下载频次】187
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