| 用ANSYS做边坡稳定分析 |
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| 引用本文： | 郝方,李维维,郭柏威. 用ANSYS做边坡稳定分析[J]. 贵州水力发电, 2005, 19(2): 54-56 |
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| 作者姓名： | 郝方 李维维 郭柏威 |
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| 作者单位： | 贵州工业大学土建学院,贵州,贵阳,550003 |
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| 摘 要： | 用ANSYS做边坡稳定分析的方法是: 根据有限元程序计算得到的应力场来计算各点的安全系数, 然后利用ANSYS强大的后处理功能绘出安全系数等值线图, 图中安全系数最小的那条等值线就是最可能的滑裂面,其安全系数就是边坡的安全系数。
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| 关 键 词： | 土木建筑工程设计 边坡稳定 有限元 ANSYS |
| 文章编号： | 1007-0133(2005)02-0054-03 |
| 修稿时间： | 2004-09-12 |
Analysis On Slope Stability Using ANSYS |
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| HAO Fang,LI Wei-wei,GUO Bai-cheng. Analysis On Slope Stability Using ANSYS[J]. Guizhou Water Power, 2005, 19(2): 54-56 |
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| Authors: | HAO Fang LI Wei-wei GUO Bai-cheng |
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| Abstract: | The procedure that slope stability is analyzed by ANSYS is that first the safety coefficient on each point is calculated according the calculated stress field using a finite element method program,then equivalent curve figure of safety coefficients is plotted using the strong after-treatment function of ANSYS,the equivalent curve which safety coefficient is the smallest in the figure does be the most possible slip plane,its safety coefficient does be the one of the slope. |
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| Keywords: | engineering design of civil project slope stability finite element method ANSYS |
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