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EFFECTIVE SHEAR STRESS FRACTURE INITIATION CRITERION FOR CLOSED-CRACK

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成果类型:
会议论文
作者:
Yu Chen;Hui Yang
作者机构:
School of Resources an Safety Engineering,Central South University,Changsha 410083,P. R. China
School of Civil Engineering,Hunan City University,Yiyang 413000,P. R. China
语种:
英文
关键词:
Closed-crack;τrθ- iso-line;effective shear stress;fracture criterion
年:
2009
页码:
506-514
会议名称:
The 4th Internatiuonal Symposium on Lifetime Engineering of Civil Infrastructure(第四届土木工程结构生命周期国际学术研讨会)
会议论文集名称:
The 4th Internatiuonal Symposium on Lifetime Engineering of Civil Infrastructure(第四届土木工程结构生命周期国际学术研讨会)论文集
会议时间:
2009-10-26
会议地点:
长沙
会议赞助商:
中国林业科技大学
机构署名:
本校为其他机构
院系归属:
土木工程学院
摘要:
Propagation of a crack in engineering materials including rocks can cause failure. Knowledge of the stress state under which a crack can propagate, and the trajectory it may follow during its growth are thus very important for stability of rock masses/materials and for safe design of structures in rocks and ceramics. In this paper, the surface’ effective shear stress of closed-crack was introduced into calculating the stress intensity factor (SIF). The value of SIF was calculated when cracks were in different length, different angle and differ...

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