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预制裂纹岩石压剪试验的数值模拟分析

NUMERICAL SIMULATION OF THE EXPERIMENT ON ROCK WITH PREEXISTED CRACKS UNDER COMPRESSION AND SHEARING

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【作者】 王元汉苗雨李银平

【Author】 Wang Yuanhan1,3,Miao Yu1,Li Yinping2 (1School of Civil Engineering and Mechanics,Huazhong University of Science and Technology, Wuhan 430074 China) (2School of Architectural Engineering and Mechanics,Shanghai Jiaotong University, Shanghai 200240 China) (3Institute of Rock and Soil Mechanics,The Chinese Academy of Sciences, Wuhan 430071 China)

【机构】 华中科技大学土木工程和力学学院上海交通大学建筑工程与力学学院 武汉430074中国科学院武汉岩土力学研究所武汉430071武汉430074上海200240

【摘要】 采用岩石破裂过程分析软件RFPA2D对预制裂隙大理岩试样的压剪试验进行数值模拟。数值分析表明,次生裂纹基本沿裂纹尖端萌生和扩展,所形成翼裂一般逐步趋向与荷载方向一致,这和试验结果是相吻合的。尽管某些数值分析结果和试验结果并不完全符合,但数值分析的模型和参数基本上有效地模拟了真实岩体介质的不均质性等力学特性。同时,采用该软件分析了加工小孔对裂尖应力状况的影响,加工小孔的存在对试验结果有一定影响,但并没有实质性影响。其影响主要在两方面一是使翼裂起裂角变大,扩展路径变曲折;二是使材料更易于在裂尖引发二次(剪切)裂纹。最后,对锯齿形裂纹模型进行了初步的数值模拟。

【Abstract】 A numerical simulation of the experiment on rock with preexisted cracks under compression is presented by using a rock failure process analysis code,RFPA2D. It is shown that most of the wing cracks initiate from the tips of preexisted cracks and eventually align themselves with the load direction. This result is of good agreement with the previous experiment. Though some numerical results do not agree with the experimental data completely,the heterogeneity of real rock material is simulated effectively with the models and parameters. By analyzing the stress field near the tips of cracks,it is shown that there is no essential influence of processing small holes on the failure mechanism of rock,although the small holes make the initiation angles of wing cracks become large and facilitate the initiation of secondary shear cracks. Lastly,a preliminary numerical analysis is made on the zigzag cracks.

【基金】 华中科技大学优秀博士论文基金;中国科学院岩土力学重点开放实验室基金(Z110305)资助课题。
  • 【文献出处】 岩石力学与工程学报 ,Chinese Journal of Rock Mechanics and Engineering , 编辑部邮箱 ,2004年18期
  • 【分类号】TU458.4
  • 【被引频次】49
  • 【下载频次】762
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