期刊文献+
共找到3篇文章
< 1 >
每页显示 20 50 100
等W线上最大环向拉应力理论求解Ⅰ-Ⅱ复合型裂纹断裂角
1
作者 刘艳红 《贵州工业大学学报(自然科学版)》 CAS 2003年第1期4-6,10,共4页
给出利用等W线上最大环向拉应力理论求解Ⅰ-Ⅱ复合型裂纹断裂角的简例,将结果与运用最大拉应力理论求得结果比较。分析计算表明,用这种方法求解断裂角较为合理。
关键词 最大环向拉应力 断裂角 I-Ⅱ复合型裂纹 等W线
下载PDF
Extending application of asymmetric semi-circular bend specimen to investigate mixed mode Ⅰ/Ⅱ fracture behavior of granite 被引量:4
2
作者 WU Qiu-hong XIE Cheng-long +4 位作者 XIE You-sheng ZHAO Yan-lin LI Xue-feng LIU Jie WENG Lei 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第4期1289-1304,共16页
The asymmetric semi-circular bend(ASCB)specimen has been proposed to investigate the cracking behavior in different geo and construction materials and attracted the attention of researchers due to its advantages.Howev... The asymmetric semi-circular bend(ASCB)specimen has been proposed to investigate the cracking behavior in different geo and construction materials and attracted the attention of researchers due to its advantages.However,there are few studies on the fracture toughness determination of rock materials.In this work,a series of fracture tests were performed with the ASCB specimens made of granite.The onset of fracture,crack initiation angle and crack propagating trajectory was analyzed in detail combined with several mixed mode fracture criteria.The influence of the crack length on the mode Ⅰ/Ⅱ fracture toughness was studied.A comparison between the fracture toughness ratios predicted by varying criteria and experimental results was conducted.The relationship between experimentally determined crack initiation angles and curves of the generalized maximum tangential stress(GMTS)criterion was obtained.The fracture process of the specimen was recorded with the high-speed camera.The shortcomings of the ASCB specimens for the fracture toughness determination of rock materials were discussed.The results may provide a reference for analysis of mixed mode I and II fracture behavior of brittle materials. 展开更多
关键词 asymmetric semi-circular bend specimen rock fracture toughness crack growth trajectory crack initiation angle semi-circular bending generalized maximum tangential stress criterion
下载PDF
煤岩体定向圆形孔楔形切槽水力压裂起裂分析研究 被引量:1
3
作者 伊丙鼎 吕华文 《煤矿开采》 北大核心 2017年第1期11-14,30,共5页
为了研究煤矿井下水力压裂初始裂纹起裂条件和起裂方向,在线弹性断裂力学的基础上,建立了圆形孔楔形切槽水力压裂断裂力学模型,模型切槽长度与钻孔直径接近,综合计算分析了水力压裂裂纹尖端应力强度因子。根据切槽尖端应力强度因子,运... 为了研究煤矿井下水力压裂初始裂纹起裂条件和起裂方向,在线弹性断裂力学的基础上,建立了圆形孔楔形切槽水力压裂断裂力学模型,模型切槽长度与钻孔直径接近,综合计算分析了水力压裂裂纹尖端应力强度因子。根据切槽尖端应力强度因子,运用复合型裂纹脆性断裂的最大环向拉应力理论,分析了裂纹在地应力场以及高压水下的起裂条件和起裂方向,给出了相应的计算方法。结合古书院矿15号煤的岩石力学参数和地应力场数据,计算出裂纹起裂压力17.6MPa,起裂角度12.8°。并且在古书院矿153303工作面进行了现场工业性实验,现场实际起裂压力与理论计算结果比较接近,从而验证了理论分析的可行性。 展开更多
关键词 定向水力压裂 断裂力学模型 裂纹起裂条件和方向 最大环向拉应力理论
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部