| 基于ANSYS的边坡开挖模拟 |
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| 引用本文： | 阎波,方云. 基于ANSYS的边坡开挖模拟[J]. 山西建筑, 2008, 34(1): 93-94 |
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| 作者姓名： | 阎波 方云 |
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| 作者单位： | 1. 中国地质大学,湖北,武汉,430074
2. 中国地质大学(武汉)文化遗产和岩土文物保护工程中心,湖北,武汉,430074 |
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| 摘 要： | 基于ANSYS软件对边坡的开挖进行了模拟分析,并对该过程中涉及到的生死单元、有限元强度折减法做了介绍,提出了用生死单元在建模过程中的优点,最后以工程算例做计算分析,计算了开挖边坡的稳定系数。
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| 关 键 词： | ANSYS边坡开挖 生死单元 强度折减 |
| 文章编号： | 1009-6825(2008)01-0093-02 |
| 修稿时间： | 2007-08-11 |
Simulation of slope excavation based upon ANSYS |
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| YAN Bo,FANG Yun. Simulation of slope excavation based upon ANSYS[J]. Shanxi Architecture, 2008, 34(1): 93-94 |
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| Authors: | YAN Bo FANG Yun |
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| Affiliation: | YAN Bo FANG Yun |
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| Abstract: | Based upon ANSYS simulation analysis is made on slope excavation.In view of life and dead units as well as strength reduction FEM related to simulation process introduction is made.The advantages of the application of life and dead units in model building are presented.In the end combined with construction example the stability factor is calculated for slope excavation. |
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| Keywords: | ANSYS slope excavation life and dead unit strength reduction |
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