| 某跳水馆铸钢节点设计与分析 |
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| 引用本文： | 李建文.某跳水馆铸钢节点设计与分析[J].科学技术与工程,2012,12(15):3774-3775,3800. |
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| 作者姓名： | 李建文 |
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| 作者单位： | 中煤科工程集团重庆设计研究院,重庆,400016 |
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| 摘 要： | 利用ANSYS软件对某游泳跳水馆结构铸钢支座节点进行了有限元分析。根据有限元结果,分析了节点应力分布规律。按照Von.Mises应力强度理论分析了节点承载力的安全性。
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| 关 键 词： | 钢结构 铸钢节点 有限元分析 |
| 收稿时间： | 1/9/2012 3:32:19 PM |
| 修稿时间： | 3/19/2012 4:42:34 PM |
DESIGN AND ANALYSIS OF CAST STEEL JOINTS OF HUIZHOU SWIMMING AND DIVING HALL |
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| Li Jian Wen.DESIGN AND ANALYSIS OF CAST STEEL JOINTS OF HUIZHOU SWIMMING AND DIVING HALL[J].Science Technology and Engineering,2012,12(15):3774-3775,3800. |
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| Authors: | Li Jian Wen |
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| Institution: | LI Jian-wen(China Coal Technology & Eegineering Group,Chongqing Design &Research Institute, Chongqing 400016,P.R.China) |
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| Abstract: | Based on ANSYS models,the stress distribution of two cast steel joints of Huizhou Swimming and Diving Hall is analyzed.According to the Von.Mises stress theory,the safety of the carrying ability of joints is proved. |
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| Keywords: | steel structure cast steel joint FEM analysis |
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