期刊文献+

基于GMTS准则的岩石半圆盘试件断裂行为 被引量:4

Fracture behavior investigation of rock semi-circular specimens by generalized maximum tangential stress criterion
下载PDF
导出
摘要 在传统MTS准则基础上加入T应力分量,建立广义最大周向应力准则(GMTS),并与传统的MTS准则比较,研究T应力对裂纹扩展的影响;采用GMTS准则预测不同复合型断裂裂纹的初始起裂角和断裂韧性,将预测结果与实验测试结果对比,研究T应力对裂纹扩展的影响规律。研究发现,裂纹尖端Williams级数解中高阶项,特别是常数项T应力对裂纹扩展的影响不可忽视,在Ⅱ型断裂占主导地位时,影响更为显著,因此GMTS准则对岩石复合型断裂角和断裂强度的预测结果更加精确。 Based on the traditional MTS criterion,the T stress component is added to establish the generalized maximum circumferential stress criterion,and compared with the traditional MTS criterion;the influence of T stress on crack propagation is studied.GMTS criterion is used to predict the initial fracture angle and fracture toughness of different composite fracture cracks,the prediction results are compared with the experimental results,and the influence of T stress on crack propagation is studied.The analysis confirms that high order terms in the Williams series solution for the crack-tip stress field cannot be ignored,especially the constant term T stress.the existence of T-stress at the crack tip has a significant effect on mode"dominant fracture.Therefore,the generalized maximum tangential are more reliable compared with those from traditional MTS criterion when used for predicting the fracture initiation angles and the fracture resistances for mixed mode fracture.
作者 陈汉林 CHEN Hanlin(Chongqing Energy College,Chongqing 402247,China)
出处 《断块油气田》 CAS 北大核心 2018年第2期249-253,共5页 Fault-Block Oil & Gas Field
基金 重庆市高等教育学会2017-2018年度高等教育科学研究课题(CQGJ17193B) 重庆市高等职业技术教育研究会"十三五"高等职业教育科学研究规划课题(GY172022) 重庆市教委科学技术研究项目(KJ1754491) 重庆市博士后基金项目(Rc201355 Xm201318)
关键词 半圆盘试件 T应力 复合型断裂 周向应力准则 semi-circular specimen T-stress mixed mode fracture generalized maximum tangential criterion
  • 相关文献

参考文献6

二级参考文献95

  • 1Williams J G, Ewing P D. Fracture under complex stress-the angled crack problem[J]. International Journal of Fracture, 1984, 26(4): 346-351.
  • 2Ueda Y, Ikeda K, Yao T. Characteristics of brittle fracture under general combined modes including those under bi-axial tensile loads[J]. Engineering Fracture Mechanics, 1983, 18(6): 1131-1158.
  • 3Larrsson S G, Carlsson A J. Influence of non-singular term and specimen geometry on small-scale yielding at crack tips in elastic-plastic materials[J]. Journal of Mechanics and Physics and Solids, 1973, 21(4): 263-277.
  • 4Rice J R. Limitations to the small scale yielding approximation for crack tip plasticity[J]. Journal of Mechanics and Physics and Solids, 1974, 22(1): 17-26.
  • 5Ayatollahi M R, Aliha M R M. Fracture toughness study a brittle rock subjected to mixed mode I / lI loading[J]. Rock Mechanics and Mining Sciences, 2007, 44:617-624.
  • 6Cotterell B, Rice J R. Slightly curved or kinked cracks[J]. Int J Fracture, 1980, 16(1): 155-169.
  • 7Fett T, Rizzi G. Weight functions for stress intensity factors and T-stress for oblique cracks in a half-space[J]. Int J of Fraet, 2005, 132(1): 9-16.
  • 8Erdogan F, Sih G C. On the crack extension in plates under plane loading and transverse shear[J]. J Basic Eng ASME, 1963, 85: 519-525.
  • 9Lira I L, Johnston I W, Choi S K, et al. Fracture testing ofa soit rock with semi-circular specimens under three-point bending[J]. Int J Rock Mech Min Sci Geomech Abstr, 1994, 31(3): 199-212.
  • 10Schmidt R A. A microcrack model and its significance to hydraulic fracturing and fracture toughness testing[C]// Proceedings of 21st US Symposium Rock Mechanics. 1980: 581-590.

共引文献44

同被引文献42

引证文献4

二级引证文献10

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部