By means of the complex variable function method and the technique of conformal mapping, the anti-plane shear problem of an elliptic hole with two straight cracks in one-dimensional hexagonal quasicrystals is investig...By means of the complex variable function method and the technique of conformal mapping, the anti-plane shear problem of an elliptic hole with two straight cracks in one-dimensional hexagonal quasicrystals is investigated. The solution of the stress intensity factor (SIF) for mode III problem has been found. Under the condition of limitation, both the known results and the SIF solution at the crack tip of a circular hole with two straight cracks and cross crack in one-dimensional hexagonal quasicrystals can be obtained.展开更多
建立了大直径中空直孔掏槽爆破的力学模型,采用FEM-SPH(Finite Element Method-Smooth Particle Hydrodynamics)耦合算法对破岩过程进行了数值模拟。结果表明:该数值模拟方法能够直观展示大直径中空直孔掏槽爆破破岩全过程,爆破破岩过...建立了大直径中空直孔掏槽爆破的力学模型,采用FEM-SPH(Finite Element Method-Smooth Particle Hydrodynamics)耦合算法对破岩过程进行了数值模拟。结果表明:该数值模拟方法能够直观展示大直径中空直孔掏槽爆破破岩全过程,爆破破岩过程分为端部爆破漏斗形成和槽腔岩体抛掷两个阶段;理论计算所得端部爆破漏斗边界与数值模拟所得漏斗边界基本一致,而理论计算所得最终槽腔边界与数值模拟所得槽腔边界存在差异,数值模拟所得最终槽腔边界呈倒立钟形,更符合最终槽腔边界的实际观测情况。研究结果为合理确定大直径中空直孔掏槽爆破参数提供了理论依据。展开更多
基金Project supported by the National Natural Science Foundation of China(No.10761005)the Natural Science Foundation of Inner Mongolia Autonomous Region(No.200607010104)
文摘By means of the complex variable function method and the technique of conformal mapping, the anti-plane shear problem of an elliptic hole with two straight cracks in one-dimensional hexagonal quasicrystals is investigated. The solution of the stress intensity factor (SIF) for mode III problem has been found. Under the condition of limitation, both the known results and the SIF solution at the crack tip of a circular hole with two straight cracks and cross crack in one-dimensional hexagonal quasicrystals can be obtained.
文摘建立了大直径中空直孔掏槽爆破的力学模型,采用FEM-SPH(Finite Element Method-Smooth Particle Hydrodynamics)耦合算法对破岩过程进行了数值模拟。结果表明:该数值模拟方法能够直观展示大直径中空直孔掏槽爆破破岩全过程,爆破破岩过程分为端部爆破漏斗形成和槽腔岩体抛掷两个阶段;理论计算所得端部爆破漏斗边界与数值模拟所得漏斗边界基本一致,而理论计算所得最终槽腔边界与数值模拟所得槽腔边界存在差异,数值模拟所得最终槽腔边界呈倒立钟形,更符合最终槽腔边界的实际观测情况。研究结果为合理确定大直径中空直孔掏槽爆破参数提供了理论依据。