Adaptive and fixed mesh investigaiton of localisation in strain-softening geomaterials
The influence of localisation in strain-softening soils has been investigated using classical continuum theory, and both fixed mesh and adaptive mesh refinement (AMR) finite element approaches. For this purpose, a non-associated cohesion-softening Mohr-Coulomb soil model has been developed and, for...
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University of Manchester
1999
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| Online Access: | http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.521355 |