Numerical simulation for direct shear tests with strain softening constitutive contact elements
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Numerical simulation for direct shear tests with strain softening constitutive contact elements
Vol. 35, Issue S2, (2014)
作者机构:
1. 中建地下空间有限公司,成都,610081
2. 中国建筑西南勘察设计研究院有限公司,成都,610052
3. 西南交通大学 地球科学与环境工程学院,成都,610031
作者简介:
基金信息:
DOI:
CLC:TU452
Online First:12 November 2014,
Published:2014
稿件说明:
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ZHENG Li-ning, KANG Jing-wen, XIE Qiang, et al. Numerical simulation for direct shear tests with strain softening constitutive contact elements[J]. 2014, 35(S2).
DOI:
ZHENG Li-ning, KANG Jing-wen, XIE Qiang, et al. Numerical simulation for direct shear tests with strain softening constitutive contact elements[J]. 2014, 35(S2).DOI:
Numerical simulation for direct shear tests with strain softening constitutive contact elements
Research tools for direct shear of geomaterials contact surfaces with strain softening constitutive characteristics is more limited
based on FLAC
strain softening constitutive contact element models is achieved in this paper. Using this element models
the direct shear tests are simulated; the relationships between the shear strength parameters evolution for contact elements and the formal features of shear stress-displacement curves are deeply studied. The progressive failure process of the contact surfaces and the variation characteristics of the internal shear stress are reproduced in the simulation results. The studies have shown that the variation of the friction angle has a major impact on the formal features of shear stress-displacement curves.