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岩土体的本构模型在Marc中的实施 |
Implement of Constitutive Models of Rock-Soil Mass in Marc |
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DOI:10.3969/j.issn.1671-5322.2005.01.002 |
中文关键词: 本构模型 Duncan-Chang模型 Drucker-Prager模型 MARC有限元软件 |
英文关键词: constitutive model Duncan-Chang model Drucker-Prager model Marc software |
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中文摘要: |
在地下工程的数值模拟过程中,合理地模拟岩土体的本构关系是非常重要的.对大型有限元计算分析软件Marc进行了二次开发,介绍了如何在Marc中施加土体的Duncan-Chang非线性弹性模型和岩体的Drucker-Prager弹塑性模型.并通过工程实例表明文中所述方法是合理可行的. |
英文摘要: |
The reasonable constitutive relations of rock-soil mass is very important in the process of numerical simulation of underground engineering. The large software of Marc about finite element is secondly developed. The realization methods about Duncan-Chang nonlinear elastic model and Drucker-Prager elasto-plastic model are described. The engineering example shows that the methods are right and reasonable. |
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