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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:4
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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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化学溶液和干湿循环作用下砂岩Ⅰ/Ⅱ复合型断裂韧性劣化特性研究 被引量:2
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作者 刘新荣 缪露莉 +1 位作者 袁文 周伟锋 《岩土工程学报》 EI CAS CSCD 北大核心 2023年第10期2148-2155,共8页
为研究化学溶液和干湿循环作用下砂岩Ⅰ/Ⅱ复合型断裂韧性的劣化规律,先采用pH为7,9,4的保水溶液,对试件进行干湿循环试验(N=1,3,6,10),随后通过半圆弯曲法测试试件的Ⅰ/Ⅱ复合型断裂韧性。试验结果显示:随着干湿循环次数N的增加,砂岩... 为研究化学溶液和干湿循环作用下砂岩Ⅰ/Ⅱ复合型断裂韧性的劣化规律,先采用pH为7,9,4的保水溶液,对试件进行干湿循环试验(N=1,3,6,10),随后通过半圆弯曲法测试试件的Ⅰ/Ⅱ复合型断裂韧性。试验结果显示:随着干湿循环次数N的增加,砂岩断裂韧性逐渐劣化,且劣化速度逐渐减缓;化学溶液对断裂韧性的影响为:酸性>碱性>中性;Ⅱ型断裂韧度总劣化度小于Ⅰ型断裂韧度。随后,基于试验结果,发现最大切应力准则(MTS准则)在判别以Ⅱ型断裂为主的复合型裂纹时存在较大误差,而广义最大切应力准则(GMTS准则)则能较好的吻合试验结果。最后,基于GMTS判据,分析裂纹尖端参数的劣化特征:T应力的绝对值与临界极半径r_(c)随着断裂韧性总劣化度的增大而减小;试件的干湿状态对r_(c)影响微弱,印证了r_(c)是反映结构性质的参数。 展开更多
关键词 复合型断裂韧性 干湿循 酸碱 广义最大应力准则(gmts准则) 劣化
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