| 压型钢板-轻骨料混凝土组合楼板滑移性能分析 |
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| 引用本文： | 甄毅,程殊伟,邓文华. 压型钢板-轻骨料混凝土组合楼板滑移性能分析[J]. 工业建筑, 2007, 37(Z1) |
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| 作者姓名： | 甄毅 程殊伟 邓文华 |
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| 作者单位： | 1. 中冶京诚工程技术有限公司,北京,100176
2. 萍乡钢铁有限公司,萍乡,337000 |
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| 摘 要： | 对两点对称加载状态下的简支组合板交界面相对滑移性能进行了研究,推导了压型钢板与混凝土交界面相对滑移微分方程;提出了求解两点对称集中荷载作用下的滑移值计算公式,公式计算结果与试验所得的板端滑移值吻合良好。
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| 关 键 词： | 组合楼板 滑移 剪力连接件 |
THE CALCULATION OF SHEAR SLIPPAGE OF LIGHT-WEIGHT AGGREGATE CONCRETE COMPOSITE FLOOR SLABS |
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| Zhen Yi,Cheng Shuwei,Deng Wenhua. THE CALCULATION OF SHEAR SLIPPAGE OF LIGHT-WEIGHT AGGREGATE CONCRETE COMPOSITE FLOOR SLABS[J]. Industrial Construction, 2007, 37(Z1) |
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| Authors: | Zhen Yi Cheng Shuwei Deng Wenhua |
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| Abstract: | Behavior of slippage between cold-formed steel deck and concrete at simple-supported mode was studied.The differential equation between cold-formed steel deck and concrete was deduced.Furthermore,the calculation formula of slippage at two points under concentrated load was put forward.The theoretical value of composite slab end slippage agreed well with test value. |
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| Keywords: | composite floor slabs slippage shear steel-bar connectors |
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