| 钢构件与混凝土墙端板连接的有限元分析 |
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| 引用本文： | 刘星,张晓光,黄涛.钢构件与混凝土墙端板连接的有限元分析[J].山西建筑,2009,35(6). |
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| 作者姓名： | 刘星 张晓光 黄涛 |
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| 作者单位： | 1. 同济大学土木工程学院,上海,200092
2. 同济大学建筑设计研究院,上海,200092 |
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| 摘 要： | 采用通用有限元分析软件对混凝土后锚固受拉节点进行了模拟计算分析,通过比较不同螺栓直径、螺栓间距的条件下锚板的受力性能,探讨了锚板厚度与螺栓间距、直径的关系以及为保证锚板的出平面刚度应采用的厚度。
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| 关 键 词： | 钢构件 混凝土墙 端板连接 锚板 出平面刚度 |
Finite element analysis of the end-plate connection of steel structural parts and concrete wall |
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| LIU Xing,ZHANG Xiao-guang,HUANG Tao.Finite element analysis of the end-plate connection of steel structural parts and concrete wall[J].Shanxi Architecture,2009,35(6). |
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| Authors: | LIU Xing ZHANG Xiao-guang HUANG Tao |
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| Abstract: | It takes the general finite element analyzing software to make a simulated calculating analysis of concrete tensile anchor connections.Through the comparison of the force property of anchor plate under different bolt diameter,bolt spacing,it discusses the relation between anchor plate thickness,bolt diameter and spacing as well as the thickness that should be taken to guarantee the stiffness that is out of the surface of anchor plate. |
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| Keywords: | steel parts concrete wall end-plate connection anchor plate the stiffness that is out of the surface |
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