NUMERICAL STUDY ON PATTERNING OF SHEAR BANDS IN A COSSERAT CONTINUUM

被引:117
作者
TEJCHMAN, J
WU, W
机构
[1] Institute of Soil Mechanics and Rock Mechanics, Karlsruhe University, Karlsruhe 1
关键词
D O I
10.1007/BF01177235
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Numerical simulation of patterns of shear bands in biaxial compression tests using an elasto-plastic Cosserat constitutive equation is presented. Random distribution of the material properties acts as a trigger for the localized deformation. Two types of stress-strain curves, namely strain softening and strain softening followed by strain hardening, are investigated. It is shown that the characteristic of the stress-strain curve is crucial for the patterning of shear bands. While calculations with the stress-strain curve with solely softening yield only one single shear band, a flock of shear bands can be obtained with the stress-strain curve with softening followed by hardening. Benefited from the characteristic length provided by the Cosserat elasto-plastic constitutive equation, the dependence of the calculation on the mesh-size is avoided.
引用
收藏
页码:61 / 74
页数:14
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