| 岩石地基极限承载力的有限元模拟 |
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| 引用本文： | 刘兴林,金文,叶海林.岩石地基极限承载力的有限元模拟[J].山西建筑,2007,33(35):97-98. |
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| 作者姓名： | 刘兴林 金文 叶海林 |
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| 作者单位： | 解放军后勤工程学院建筑工程系,重庆,400016 |
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| 摘 要： | 利用有限元程序ANSYS对岩石地基极限承载力进行了模拟，通过适当的转换实现不同屈服准则下模拟计算，并与理论计算比较分析，得出了有限元计算结果可信、计算精度很高的结论，从而推广该方法的应用。
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| 关 键 词： | 岩石地基 极限承载力 屈服准则 有限元模拟 |
| 文章编号： | 1009-6825(2007)35-0097-02 |
| 修稿时间： | 2007年7月14日 |
The simulation of the carrying capacity of the rock' groundwork by finite element programme |
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| LIU Xing-lin,JIN Wen,YE Hai-lin.The simulation of the carrying capacity of the rock' groundwork by finite element programme[J].Shanxi Architecture,2007,33(35):97-98. |
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| Authors: | LIU Xing-lin JIN Wen YE Hai-lin |
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| Affiliation: | LIU Xing-lin JIN Wen YE Hai-lin |
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| Abstract: | The paper simulated the carrying capacity of the rock' groundwork with the finite element programme ANSYS.Different types of simulation and calculation had been carried out under various yield criterion by proper conversion.In the end,the experimental results were compared with the theoretic ones,draws conclusions that finite element calculation result is credible and the calculation has high accuracy,in order to popularize the application of this method. |
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| Keywords: | the rock' groundwork the simulation of the carrying capacity yield criterion finite element programme |
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