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Viscoplasticity of Geomaterials and Finite Element Analysis
Abstract The elasto-plastic and voscoplastic constitutive relations with kinematic strain hardening-softening model for geomaterials are applied to boundary value problems. The constitutive models are based on experimental findings about inherent anisotropies and strain rate dependent properties involved in soils. A generalized return-mapping algorithm is applied to solution methods of the problems. The dynamic relaxation method for static problems and the dynamic analysis for earthquake responses are solved based on finite element methods.
Viscoplasticity of Geomaterials and Finite Element Analysis
Abstract The elasto-plastic and voscoplastic constitutive relations with kinematic strain hardening-softening model for geomaterials are applied to boundary value problems. The constitutive models are based on experimental findings about inherent anisotropies and strain rate dependent properties involved in soils. A generalized return-mapping algorithm is applied to solution methods of the problems. The dynamic relaxation method for static problems and the dynamic analysis for earthquake responses are solved based on finite element methods.
Viscoplasticity of Geomaterials and Finite Element Analysis
Tanaka, T. (author)
2007-01-01
10 pages
Article/Chapter (Book)
Electronic Resource
English
Shear Band , Horizontal Acceleration , Maximum Shear Strain , Viscoplastic Model , Irreversible Strain Physics , Soft and Granular Matter, Complex Fluids and Microfluidics , Continuum Mechanics and Mechanics of Materials , Building Materials , Geoengineering, Foundations, Hydraulics , Numerical and Computational Physics
Viscoplasticity of Geomaterials and Finite Element Analysis
British Library Conference Proceedings | 2007
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