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- W171120716 abstract "The mechanical behaviour of granular materials under high plastic deformation is quite complex due to the fact that the granular assembly consists of discrete or discontinuous non-uniform particles. Each of the particles has its own mechanical behaviour, its micro-properties thus the soil mass behaviour is complex and in some cases the classical continuum theory fails to describe the real behaviour because granular materials behave as a continuum until failure where deformations begin to localize into a small but finite shear zone, which is called shear band. In order to deal with the strain non-uniformities and strain softening a proper solution is to use additional degrees of freedom or high order gradient terms." @default.
- W171120716 created "2016-06-24" @default.
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- W171120716 date "2010-04-26" @default.
- W171120716 modified "2023-09-26" @default.
- W171120716 title "Characterizing the evolving internal length scale in strain localization for cosserat media" @default.
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