| 溢流橡胶坝有限元分析 |
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| 引用本文： | 张鹏,刘福胜,卢华,韩君格,马飞.溢流橡胶坝有限元分析[J].中国农村水利水电,2010,0(4):105-107. |
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| 作者姓名： | 张鹏 刘福胜 卢华 韩君格 马飞 |
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| 作者单位： | 山东农业大学水利土木工程学院,泰安,271018 |
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| 摘 要： | 应用膜结构的几何非线性理论并结合有限元通用软件ANSYS对橡胶坝溢流情况进行应力、变形分析。对橡胶坝过水溢流进行了简化,得到所选材料坝袋溢流情况下的极限承载力状态,对于橡胶坝的工程管理起到一定参考价值。
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| 关 键 词： | 膜结构 几何非线性 ANSYS 溢流 极限承载力状态 |
| 收稿时间： | 2009-09-16 |
| 修稿时间： | 2009-11-17 |
The Finite Element Analysis of Overflow Rubber Dams |
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| ZHANG Peng
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LIU Fu-sheng
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LU Hua
,
HAN Jun-ge
,
MA Fei.The Finite Element Analysis of Overflow Rubber Dams[J].China Rural Water and Hydropower,2010,0(4):105-107. |
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| Authors: | ZHANG Peng LIU Fu-sheng LU Hua HAN Jun-ge MA Fei |
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| Institution: | ZHANG Peng,LIU Fu-sheng,LU Hua,HAN Jun-ge,MA Fei(Water Conservancy , Civil Engineering College.,Sh,ong Agricultural University,Taian 271018,Sh,ong Province,China) |
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| Abstract: | By using membrane structure's geometric non-linear theory and finite element common software ANSYS to carry on the stress,a distortion analysis is made of the rubber dam overflow situation.By simplifying the rubber dam water overflow,the limit supporting capacity condition is obtained under the material dam bag overflow situation,it has some reference value to the management of rubber dam projects. |
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| Keywords: | membrane structure geometric non-linearity ANSYS overflow limit supporting capacity condition |
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