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Elastoplastic Analysis of Discrete Jointin Rockmass Loaded by Compress_shear
作者姓名:Wang  Cheng
摘    要:In this paper the elastoplastic stress fields near joint line in rockmass loaded by compress- shear are analyesd by the line field method in fracture mechanics with Mokr- Coulomb criterion. Through the matching conditions of the elastoplastic fields on their boundary, the relations between the length of plastic zone on the joint line and the compress- shear loads are found, and the fracture criterion of the discrete joint is also obtained

关 键 词:discrete  joint    joint  line    line  field  method    elastoplastic  analysis

Elastoplastic Analysis of Discrete Jointin Rockmass Loaded by Compress_shear
Wang,Cheng.Elastoplastic Analysis of Discrete Jointin Rockmass Loaded by Compress_shear[J].Storage & Process,1997(2):31-35.
Authors:Wang  Cheng
Abstract:In this paper the elastoplastic stress fields near joint line in rockmass loaded by compress- shear are analyesd by the line field method in fracture mechanics with Mokr- Coulomb criterion. Through the matching conditions of the elastoplastic fields on their boundary, the relations between the length of plastic zone on the joint line and the compress- shear loads are found, and the fracture criterion of the discrete joint is also obtained
Keywords:discrete joint  joint line  line field method  elastoplastic analysis
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