This comprehensive text that covers the fundamentals of plasticity in relation to geomechanics. It gives a general background in soil/rock plasticity and an introduction to inelastic response of geomaterials. It is primarily for graduate students and practising engineers familiar with contemporary continuum mechanics.
This comprehensive text that covers the fundamentals of plasticity in relation to geomechanics. It gives a general background in soil/rock plasticity and an introduction to inelastic response of geomaterials. It is primarily for graduate students and practising engineers familiar with contemporary continuum mechanics.Hinweis: Dieser Artikel kann nur an eine deutsche Lieferadresse ausgeliefert werden.
Dr. Stan Pietruszczak is professor of Civil Engineering at McMaster University in Canada. His research interests are in the following areas: Geotechnical Engineering: Modelling of mechanical response of geomaterials (soils, rocks, etc) to both monotonic and fluctuating loads. Description of inherent and induced anisotropy through incorporation of some tensorial functions reflecting the evolution of material microstructure. Modelling of the chemo-mechanical interaction in rocks / soils. Description of strain localization phenomenon, in dry and saturated soils, through a homogenization technique. Structural Mechanics: Numerical analysis of concrete structures, including nuclear containment structures. Assessment of seismic stability of masonry structures. Modelling of the mechanical effects of alkali-aggregate reaction in hydraulic structures. Description of the response of saturated cemented aggregate mixtures, including localized deformation. Biomechanics: Description of aging and functional adaptation of bone. Evaluation of risk of fracture of bones; modelling of bone-implant interaction. He has published over 140 refereed papers.
Inhaltsangabe
Preface 1. Basic concepts of the theory of plasticity 2. Elastic-perfectly plastic formulations in geomechanics 3. Isotropic strain-hardening formulations 4. Combined isotropic-kinematic hardening rules 5. Numerical integration of constitutive relations 6. Introduction to limit analysis 7. Description of inherent anisotropy in geomaterials 8. Experimental trends in the mechanical behaviour of soils and rocks Bibliography Appendix: Suggested exercises
Preface 1. Basic concepts of the theory of plasticity 2. Elastic-perfectly plastic formulations in geomechanics 3. Isotropic strain-hardening formulations 4. Combined isotropic-kinematic hardening rules 5. Numerical integration of constitutive relations 6. Introduction to limit analysis 7. Description of inherent anisotropy in geomaterials 8. Experimental trends in the mechanical behaviour of soils and rocks Bibliography Appendix: Suggested exercises
Preface 1. Basic concepts of the theory of plasticity 2. Elastic-perfectly plastic formulations in geomechanics 3. Isotropic strain-hardening formulations 4. Combined isotropic-kinematic hardening rules 5. Numerical integration of constitutive relations 6. Introduction to limit analysis 7. Description of inherent anisotropy in geomaterials 8. Experimental trends in the mechanical behaviour of soils and rocks Bibliography Appendix: Suggested exercises
Preface 1. Basic concepts of the theory of plasticity 2. Elastic-perfectly plastic formulations in geomechanics 3. Isotropic strain-hardening formulations 4. Combined isotropic-kinematic hardening rules 5. Numerical integration of constitutive relations 6. Introduction to limit analysis 7. Description of inherent anisotropy in geomaterials 8. Experimental trends in the mechanical behaviour of soils and rocks Bibliography Appendix: Suggested exercises
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