温度与围压耦合作用下基于Weibull分布的岩石损伤本构模型

陈有亮; 肖鹏; 杜曦; 王苏然; 拉菲格&#183;阿扎姆

doi:10.13204/j.gyjzG21030203

温度与围压耦合作用下基于Weibull分布的岩石损伤本构模型

doi: 10.13204/j.gyjzG21030203

1. 上海理工大学环境与建筑学院, 上海 200093;
2. 亚琛工业大学工程地质与水文地质系, 亚琛 52064;
3. 新南威尔士大学土木与环境工程学院, 悉尼 2052;
4. 同济大学地下建筑与工程系, 上海 200093

基金项目:

国家自然科学基金项目(10872133)

上海市软科学研究领域重点项目(18692106100)。

详细信息

作者简介:
陈有亮,男,1966年出生,博士,教授,博士生导师。

通讯作者:
肖鹏,男,1997年出生,硕士研究生,13956284413@163.com。

计量
- 文章访问数: 187
- HTML全文浏览量: 20
- PDF下载量: 2
- 被引次数: 7
出版历程
- 收稿日期: 2021-03-02
- 网络出版日期: 2022-12-01

A Damage Constitutive Model for Rock Based on Weibull Distribution Under Coupling Action of Temperature and Confining Pressure

CHEN Youliang^1,2,
XIAO Peng^{1
, ,},
DU Xi^1,3,
WANG Suran⁴,
R. AZZAM²

1. School of Environment and Architecture, University of Shanghai for Science and Technology, Shanghai 200093, China;
2. Department of Engineering Geology and Hydrogeology, RWTH Aachen University, Aachen 52064, Germany;
3. School of Civil and Environmental Engineering, University of New South Wales, Sydney 2052, Australia;
4. Department of underground architecture and engineering, Tongji University, Shanghai 200093, China

摘要

摘要: 基于Lemaitre应变等价性假设理论,假定受热-力耦合损伤的岩石微元强度服从Weibull分布,考虑温度与围压耦合作用对岩石力学参数的影响,采用损伤力学理论,引入热损伤变量和力损伤变量,在微元破坏符合D-P准则条件下,建立岩石热-力耦合损伤演化方程及本构模型,采用理论推导的方法得出所需的模型参数。通过对比所构建的岩石热-力耦合损伤本构模型曲线和试验曲线的峰值点,结果表明两者吻合度较好,能够很好反映岩石在温度和围压耦合作用下的损伤演化和本构关系,验证了该模型及模型参数确定方法的合理性和可靠性。模型所需的模型参数均可通过实验室常规三轴试验获得。
- 岩石力学 /
- 损伤力学 /
- Weibull分布 /
- 热-力耦合作用 /
- 损伤演化 /
- 本构模型
Abstract: Based on Lemaitre’s hypothesis theory of strain equivalence, it was assumed that the micro-element strength of rock subjected to thermal-mechanical coupling damage followed the Weibull distribution. Considering the influence of temperature and confining pressure coupling on rock mechanical parameters, the thermal-mechanical damage variables were introduced by the damage mechanic theory. In the condition that the microelement failure conformed to the D-P criterion, the damage evolution equation for coupling of temperature and mechanics and the constitutive model of rock were established. The required model parameters were derived by the theory. Comparing between the peak points in the established constitutire model curves for thermal-mechanical coupling demage and experimental curves, the results showed that the two curves were in good agreement, the model could well reflect the damage evolution and the constitutive relation for rock in the coupling of temperature and confining pressure. The rationality and reliability of the model and the method to determine the model parameters were verified. The model parameters required by the model could be obtained by conventional triaxial tests in laboratory.
- rock mechanics /
- damage mechanics /
- Weibull distribution /
- thermal-mechanical coupling /
- damage evolution /
- constitutive model

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参考文献(19)

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