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Study on Relation Between D-P and C-M Failure Criterion and Rock Fracture Toughness

机译:D-P和C-M破坏准则与岩石断裂韧性关系的研究

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摘要

First describe the selecting rule of the C-M and D-P failure criterion and the rule and the relations of the D-P criterion parameter with the rock mass fracture toughness; then through overlapped stresses in the end region of crackle, the total stresses about end region of tensile and sheared crackle can be obtained. The results are introduced into D-P failure criterion and C-M failure criterion, the relation between criterion D-P failure criterion, and rock fracture toughness KIc,KIIc- can be derived. Compared with the results of experiments, which proved the validity of the derivation.Through overlapped stresses in the end region of crackle, the total stresses about end region of tensile and sheared crackle can be obtained. The results are introduced into D-P failure criterion and C-M failure, the relation between criterion D-P failure criterion, and rock fracture toughness K I c, KII c. can be derived. Compared with the results of experiments, which proved the validity of the derivation.
机译:首先描述了C-M和D-P破坏准则的选择规则,以及D-P准则参数与岩体破裂韧性的准则及其关系。然后通过裂纹末端区域的重叠应力,可以得出拉伸裂纹和剪切裂纹末端区域的总应力。将结果引入D-P破坏准则和C-M破坏准则中,可以推导出D-P破坏准则与岩石断裂韧性KIc,KIIc-之间的关系。通过与实验结果的比较,证明了该推导方法的有效性。通过裂纹末端区域的重叠应力,可以得出拉伸裂纹和剪切裂纹末端区域的总应力。将结果引入D-P破坏准则和C-M破坏准则,D-P破坏准则与岩石断裂韧性K I c,KII c的关系。可以得出。与实验结果比较,证明了该推导方法的有效性。

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