上海大学学报(自然科学版) ›› 2012, Vol. 18 ›› Issue (1): 104-110.doi: 10.3969/j.issn.1007-2861.2012.01.021

• 论文 • 上一篇    

包含摩尔-库仑准则的单元劈裂法模拟围压下节理扩展

杨帆1,张振南2   

  1. 1.上海大学 土木工程系,上海 200072; 2.上海交通大学 船舶海洋与建筑工程学院,上海 200240
  • 收稿日期:2010-09-25 出版日期:2012-02-29 发布日期:2012-02-29
  • 通讯作者: 张振南(1974~),男,副教授,博士,研究方向为岩石断裂数值模拟. E-mail:zhennanzhang@sjtu.edu.cn E-mail:zhennanzhang@sjtu.edu.cn
  • 基金资助:

    国家自然科学基金资助项目(11172172)

Element Partition Method with Mohr-Coulomb Criterion for Simulating Joint Propagation Subjected to Confining Stress

YANG Fan1,ZHANG Zhen-nan2   

  1. 1. Department of Civil Engineering, Shanghai University, Shanghai 200072, China;2. School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China
  • Received:2010-09-25 Online:2012-02-29 Published:2012-02-29

摘要: 以单元劈裂法作为基本方法,采用摩尔-库仑准则作为单元劈裂准则,探索和发展一种更为简单有效的节理扩展数值模拟方法.由于单元劈裂法是利用三角单元的几何特性构造出的一种特殊三节点节理单元,它可以在原网格划分方案基础上直接对裂纹扩展进行数值模拟.而摩尔-库仑准则是广泛应用于岩土工程材料的破坏准则,可以较为准确地预测岩土材料的破坏行为.因此,将二者结合起来,对节理扩展模拟具有较大优势.为验证本方法的有效性,分别模拟了不同围压下多裂纹岩石材料的破坏过程,并与相应试验结果进行对比分析.结果表明,本方法能再现不同围压下多裂纹扩展、汇合的基本过程和特征,从而说明本方法是有效的.

关键词: 单元劈裂法, 节理, 裂纹, 数值模拟, 围压

Abstract: To explore and develop a simple and efficient method for simulating joint propagation, we take the element partition method (EPM) as a basic method and use the Mohr-Coulomb criterion in element partition. Since EPM takes advantage of geometric features of triangular elements to construct a special threenode contact element, it can simulate fracture propagation in the original mesh scheme. The Mohr-Coulomb criterion is a widely used failure criterion in geomechanics, which can accurately predict the failure behavior of geomaterials. Combination of EPM and Mohr-Coulomb criterion has advantages in simulating joint propagation. To validate the proposed method, failure processes of crack material with double crack subject to different confining stresses are simulated. The results show general agreement with experiments. Comparison between the simulated and experimental results suggests that the method can represent typical features of joint propagation and coalescence subject to confining stress.

Key words:  element partition method, confining stress, crack, joint, numerical simulation

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