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The Finite Element Analysis of Crack Propagating in Bolt-Supported Jointed Rock-Mass
Release time:2019-03-11 Hits:
Indexed by:会议论文
First Author:Wang, Zhong Chang
Co-author:Yang, Qing
Date of Publication:2011-01-07
Included Journals:EI、CPCI-S、Scopus
Document Type:A
Volume:163-167
Page Number:3453-3456
Key Words:Crack Propagating; Mini-Plastic Zone Displacement; Stress Strength Gene; Pre-Stress Anchor Cable
Abstract:A new method of inflicting equivalent pre stress is suggested to simulate mechanism on reinforcement of pre stress anchor cable on crack prevention of different angle by mini-plastic zone displacement by finite element method. The change rule of displacement of middle points of crack faces, the change of stress strength gene and strain is compared under different pre-stress consolidated condition. When the angle of crack is 45(0), the consolidated role of rock mass is the best evident. The effect of compression of jointed rock mass is larger than the effect of shear under pre-stress consolidated condition.
Translation or Not:no