东北大学学报(自然科学版) ›› 2007, Vol. 28 ›› Issue (8): 1182-1185.DOI: -

• 论著 • 上一篇    下一篇

基于非均匀网格的岩石破坏过程分析系统

马天辉;唐春安;杨天鸿;梁正召;   

  1. 东北大学资源与土木工程学院;大连理工大学岩石破裂与失稳研究中心;东北大学资源与土木工程学院;大连理工大学岩石破裂与失稳研究中心 辽宁沈阳110004;辽宁大连116024;辽宁沈阳110004;辽宁大连116024
  • 收稿日期:2013-06-24 修回日期:2013-06-24 出版日期:2007-08-15 发布日期:2013-06-24
  • 通讯作者: Ma, T.-H.
  • 作者简介:-
  • 基金资助:
    国家自然科学基金资助项目(50504003,50374020)

Rock failure process analysis based on non-uniform grids

Ma, Tian-Hui (1); Tang, Chun-An (2); Yang, Tian-Hong (1); Liang, Zheng-Zhao (2)   

  1. (1) School of Resources and Civil Engineering, Northeastern University, Shenyang 110004, China; (2) Center for Rock Instability and Seismicity Research, Dalian University of Technology, Dalian 116024, China
  • Received:2013-06-24 Revised:2013-06-24 Online:2007-08-15 Published:2013-06-24
  • Contact: Ma, T.-H.
  • About author:-
  • Supported by:
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摘要: 提出了一个新型的能够分析岩石局部破坏过程的非耦合方法,即在岩石破裂过程分析系统(RFPA)中引入非均匀网格,利用其他商业数值模拟软件的优秀前处理功能进行建模,把建好的模型信息导入到RFPA中进行计算和后处理.为了验证程序的可靠性,同原RFPA均匀网格做一个简单误差对比.最后给出一些计算实例.结果表明,此方法不仅突破了原来RFPA的网格和模型的限制,而且操作简便,是值得岩土工程应用和推广的新型数值模拟方法.

关键词: 非均匀网格, 岩石破坏过程分析系统, 数值模拟, 前处理, 有限元

Abstract: A new uncoupled method is presented to simulate rock failure process, i.e., the nonuniform grids are introduced into REPA (rock failure process analysis)system to develop some models by virtue of the excellent preprocessing functions from other commercial softwares for numerical simulation. Then, the information on the models already developed, elements, material properties, etc. is provided for RFPA system to calculate or postprocess them. To verify RFPA's reliability, this new method is contrasted with the original RFPA that based on uniform grids. Some analytic examples are given and the results show that this method not only break through the limitation of grids and models in the original RFPA but also is easy to operate. It is therefore regarded as a new way to numerical simulation worthy to apply it to rock and soil engineering and spread it out.

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