| 梁柱端板连接受力行为的有限元模拟 |
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| 引用本文： | 闫月梅,苏云鹏,郭秉山.梁柱端板连接受力行为的有限元模拟[J].建筑技术开发,2003(6). |
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| 作者姓名： | 闫月梅 苏云鹏 郭秉山 |
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| 作者单位： | 西安科技学院 西安710054
(闫月梅，苏云鹏)，西安科技学院 西安710054(郭秉山) |
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| 摘 要： | 本文利用ANSYS软件建立了能够考虑焊缝、摩擦力和预应力等因素影响的端板连接三维实体单元有限元模型 ,通过对端板连接节点计算结果的分析 ,总结了端板厚度、螺栓直径和螺栓布置三个因素对于端板连接性能的影响
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| 关 键 词： | 钢结构 端板连接 强度 有限元 |
FINITE ELEMENT METHOD SIMULATION OF BEHAVIORS OF BEAM-COLUMN END-PLATE CONNECTIONS |
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| Yan Yue\|mei\ Su Yun\|peng\ Guo Bing\|shan.FINITE ELEMENT METHOD SIMULATION OF BEHAVIORS OF BEAM-COLUMN END-PLATE CONNECTIONS[J].Building Technique Development,2003(6). |
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| Authors: | Yan Yue\|mei\ Su Yun\|peng\ Guo Bing\|shan |
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| Affiliation: | Yan Yue\|mei\ Su Yun\|peng\ Guo Bing\|shan |
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| Abstract: | A 3D finite element model,which can deal with the factors such as welding,contact and pretension,was presented and the validity of the model was confirmed by comparing the results of the FE calculations and test specimens.12 FE specimens were analyzed and the effect of the end\|plate thickness,the bolts diameter and the bolts arrangement on the behavior of endplate are investigated. |
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| Keywords: | Steel structure End\|plate connections Strength Finite element |
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