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SHPB冲击加载下四种岩石的复合型动态断裂实验研究 被引量:8
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作者 倪敏 汪坤 王启智 《应用力学学报》 CAS CSCD 北大核心 2010年第4期697-702,共6页
分别用绿砂岩、黄砂岩、灰砂岩、大理岩制作了三种几何相似的(φ80mm、φ122mm、φ155mm)中心直裂纹平台巴西圆盘(CSTFBD)试样;利用分离式霍普金森压杆加载,进行了I型和I-II型复合动态断裂实验,并由实验结合有限元分析得到了四种岩石材... 分别用绿砂岩、黄砂岩、灰砂岩、大理岩制作了三种几何相似的(φ80mm、φ122mm、φ155mm)中心直裂纹平台巴西圆盘(CSTFBD)试样;利用分离式霍普金森压杆加载,进行了I型和I-II型复合动态断裂实验,并由实验结合有限元分析得到了四种岩石材料的I、II型动态断裂韧度KId、KIId。研究表明:动态断裂韧度均存在尺寸效应,试样尺寸对I-II型复合比和纯II型加载角均会产生影响,复合比随尺寸的增大而减小,大尺寸试样II型加载的加载角比小尺寸试样的小。同时,由于负值的T应力显著减小了裂纹的起裂角,用广义最大拉应力准则预测的起裂角更符合实验结果。 展开更多
关键词 中心直裂纹平台巴西圆盘 分离式霍普金森压杆 动态断裂韧度 复合型动态断裂 广义最大拉应力准则
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Extending application of asymmetric semi-circular bend specimen to investigate mixed mode Ⅰ/Ⅱ fracture behavior of granite 被引量:7
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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
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