International Journal for Numerical and Analytical Methods in Geomechanics · 2010 · 105 citations · 57 references
EngineeringMaterials EngineeringMaterials ScienceGeotechnical EngineeringMechanical Behavior Of MaterialsSolid MechanicsConstitutive ModelingFailure CriteriaFracture MechanicsGeomechanicsPlastic DeformationStrength Of MaterialsBifurcationDiscrete Element ModelingDynamic Failure BehaviorFailure ModesGeomechanical PropertiesPlasticity Of GeomaterialsStressStress Deformation Behavior
Abstract This paper presents a synthesis of the works performed by various teams from France, Italy and Canada around the question of second‐order work criterion. Because of the non‐associative character of geomaterials plastic strains, it is now recognized that a whole bifurcation domain exists in the stress space with various possible modes of failure. In a first part these failure modes are observed in lab experimental tests and in discrete element modelling. Then a theoretical study of second‐order work allows to establish a link with the kinetic energy, giving a basis to explain the transition from a prefailure (quasi)static regime to a postfailure dynamic regime. Eventually the main features of geomaterials failure are obtained by applying second‐order work criterion to five different constitutive rate‐independent models—three being phenomenological and two micromechanical. As a whole this paper tries to gather together all the elements for a proper understanding and use of second‐order work criterion in geomechanics. Copyright © 2010 John Wiley & Sons, Ltd.
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A discrete numerical model for granular assemblies
Peter Cundall, Otto D. L. Strack · Géotechnique · 1979 · 16.9K citations
Engineering, Materials Engineering, Mechanical Engineering +16
A Treatise on the Mathematical Theory of Elasticity
A. G. Greenhill · Nature · 1893 · 3.6K citations