
Résumé
Plasticity theory is widely used to describe the
behaviour of soil and rock in many engineering situations.
Plasticity and Geomechanics presents a concise introduction
to the general subject of plasticity with a particular
emphasis on applications in geomechanics.
Derived from the authors' own lecture notes, this book is
written with students firmly in mind. Excessive use of
mathematical methods is avoided in the main body of the
text and, where possible, physical interpretations are
given for important concepts.
In this way the authors present a clear introduction to the
complex ideas and concepts of plasticity as well as
demonstrating how this developing subject is of critical
importance to geomechanics and geotechnical
engineering.
This book therefore complements Elasticity and Geomechanics
by the same authors and will appeal to graduate students
and researchers in the fields of soil mechanics, foundation
engineering, and geomechanics.
- Preface
- 1. Stress and strain
- 2. Elastic and inelastic material behaviour
- 3. Yield
- 4. Plastic flow
- 5. Collapse load theorems
- 6. Slip line analysis
- 7. Work hardening behaviour
- A. Non-Cartesian coordinate systems
- B. Mohr's circles
- C. Principles of virtual work
- D. Extremum principles
- E. Drucker's stability postulate
- F. The associated flow rule
- G. A uniqueness theorem for elastic-plastic deformation
- H. Theorems of limit analysis
- I. Limit analysis and limiting equilibrium.
Caractéristiques techniques
PAPIER | |
Éditeur(s) | Cambridge University Press |
Auteur(s) | R.O. Davis, A.P.S. Selvadurai |
Parution | 15/11/2002 |
Nb. de pages | 294 |
Format | 15,5 x 23,5 |
Couverture | Relié |
Poids | 625g |
Intérieur | Noir et Blanc |
EAN13 | 9780521818308 |
ISBN13 | 978-0-521-81830-8 |
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