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- W644961491 abstract "A constitutive theory based on thermodynamics of frictional materials has been shown to be capable of modelling the constitutive behavior of a large class of materials like concrete, cohesive and cohesionless soils, etc. The model not only shows correct stress-strain behavior but also possesses the capability to predict dilatant behavior exhibited by most of the soils. In this paper a recently developed numerical algorithm based on the above theory has been presented. It has been shown further that, given the appropriate material parameters, the model degenerates to a von mises type of elasto-plastic theory showing prominent yield surface as a special case. This enables the algorithm to solve various elasto-plastic boundary value problems. The example given in this paper is that of a rigid circular footing resting on an initially isotropic and homogeneous clayey soil. The footing was excited by transient loading and strains were measured at different depths of the soil under the footing as loading was increased. For the covering abstract of this conference see IRRD 824029." @default.
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- W644961491 date "1989-01-01" @default.
- W644961491 modified "2023-09-23" @default.
- W644961491 title "PERFORMANCE OF A NUMERICAL ALGORITHM BASED ON A THERMODYNAMIC CONSTITUTIVE THEORY IN SOLVING ELASTO-PLASTIC BOUNDARY VALUE PROBLEMS. NUMERICAL MODELS IN GEOMECHANICS. NUMOG III. INTERNATIONAL SYMPOSIUM HELD AT NIAGARA FALLS, CANADA, 8-11 MAY 1989" @default.
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