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Formation of shear bands in sand bodies as a bifurcation problem
Author(s) -
Vardoulakis I.,
Goldscheider M.,
Gudehus G.
Publication year - 1978
Publication title -
international journal for numerical and analytical methods in geomechanics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.419
H-Index - 91
eISSN - 1096-9853
pISSN - 0363-9061
DOI - 10.1002/nag.1610020203
Subject(s) - shear band , shear (geology) , bifurcation , shear stress , mechanics , coulomb , principal stress , classical mechanics , stress (linguistics) , simple shear , physics , materials science , geometry , geotechnical engineering , geology , mathematics , composite material , nonlinear system , linguistics , philosophy , electron , quantum mechanics
The paper reports on the results of theoretical and experimental investigations on the spontaneous formation of shear bands in sand bodies. The phenomenon is considered as a bifurcation problem. Consequently, material response and configuration‐dependent loading determine the bifurcation mode. Both Coulomb's and Roscoe's solutions of inclination of the shear band can be correct theoretically and experimentally. The first one holds for non‐rotating stress axes, the second one for co‐rotating stress and strain increment axes during failure. Values in between can occur if the rotation of principal stress axes is not equal to one of these limits. If Coulomb's inclination of shear band occurs, there is a thin deforming material layer separating rigid bodies. Inside the shear band non‐coaxiality of strain increment and stress holds from the beginning. If Roscoe's inclination of shear band occurs, it is separating two deforming bodies. Inside the shear band strain increment and stress are coaxial at peak.