| 压型钢板-轻骨料混凝土组合板抗滑移计算 |
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| 引用本文： | 甄毅,陈浩军. 压型钢板-轻骨料混凝土组合板抗滑移计算[J]. 长沙理工大学学报(自然科学版), 2005, 2(1): 14-18 |
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| 作者姓名： | 甄毅 陈浩军 |
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| 作者单位： | 长沙理工大学,桥梁与结构工程学院,湖南,长沙,410076;长沙理工大学,桥梁与结构工程学院,湖南,长沙,410076 |
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| 摘 要： | 对配置横向剪力钢筋的压型钢板-轻骨料混凝土组合楼板的抗滑移性能进行了研究．对横向剪力钢筋连接的破坏形式进行了系统的分析．提出了横向剪力钢筋连接的计算方法，计算中考虑了焊接形式、混凝土抗拉强度、横向钢筋直径等因素的影响．
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| 关 键 词： | 组合楼板 横向剪力钢筋 剪切滑移 |
| 文章编号： | 1672-9331(2005)01-0014-05 |
| 修稿时间： | 2005-01-11 |
The Calculation of Shear Slippage of Light-weight Aggregate Concrete Composite Slabs |
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| ZHEN Yi,CHEN Hao-jun. The Calculation of Shear Slippage of Light-weight Aggregate Concrete Composite Slabs[J]. Journal of Changsha University of Science and Technology(Natural Science), 2005, 2(1): 14-18 |
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| Authors: | ZHEN Yi CHEN Hao-jun |
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| Abstract: | Behavior of transversal shear steel-bar to resist shear slippage in the simple-supporting light-weight aggregate concrete composite slabs was studied.The failure patterns of transversal shear steel-bar connection were analyzed. Furthermore,the calculation method for transversal shear steel-bar connection was put forward and the impacts of jointing patterns,concrete tensile strengh and diameter of transversal steel-bar were considered. |
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| Keywords: | composite slabs transversal shear steel-bar shear slippage |
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