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
Biography
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.
