Extension of three-dimensional discontinuous deformation analysis to frictional-cohesive materials

Extension of three-dimensional discontinuous deformation analysis to frictional-cohesive materials
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将三维不连续变形分析扩展到摩擦粘性材料

DOI:
10.1016/j.ijrmms.2016.03.021
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发表时间:
2016-07
影响因子:
7.2
通讯作者:
Lou Sha
Lou Sha
中科院分区:
工程技术1区
文献类型:
--
作者:
Zhang Hong;Liu Shuguang;Chen Guangqi;Zheng Lu;Zhang Yingbin;Wu Yanqiang;Jing Peideng;Wang Wei;Han Zheng;Zhong Guihui;Lou Sha

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本文将三维非连续变形分析(3-DDDA)扩展到岩土材料和结构的摩擦-粘聚破坏行为的模拟。首先,提出了一种新的接触检测方法,成功地识别了任意形状多面体块体之间的主要子接触和连接区域。其次,为了保证三维DDA模拟的准确性,提出了一种基于分布粘聚力而非集中粘聚力的修正的Mohr-Coulomb破坏准则下的节理接触模型。最后,通过多面体块体系统的节点接触检测、临界稳定性和破坏模式三个算例对扩展三维DDA进行了验证。最后,动态地展示了多个相互作用块体的大位移和旋转破坏的完整过程。这些算例表明,扩展的三维DDA能够准确模拟摩擦粘结材料和结构的破坏行为,从而优化材料和结构的稳定或保护设计
This paper extends three-dimensional discontinuous deformation analysis (3-D DDA) to model the frictional-cohesive failure behavior of geotechnical materials and structures. Firstly, a new contact detection scheme was developed to successfully identify the dominant sub-contacts and areas of the joints between arbitrarily shaped polyhedral blocks. Secondly, a modified joint contact model subjected to the Mohr-Coulomb failure criteria based on distributed cohesion instead of concentrated cohesion, was.proposed to ensure the accuracy of the simulation by 3-D DDA. Thirdly, the extended 3-D DDA was verified by three examples, including joint contact detection, critical stability and failure mode of a system of polyhedral blocks. Finally, the complete failure process involving large displacement and rotation of multiple interaction blocks is exhibited dynamically. Overall, these examples exhibit that the extended 3-D DDA is now capable of accurately modeling the failure behavior of frictional-cohesive materials and structures, so as to optimize the material and structure stabilization or protection design
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