A platform for research: civil engineering, architecture and urbanism
Bifurcation analysis for a rate-sensitive, non-associative, three-invariant, isotropic/kinematic hardening cap plasticity model for geomaterials: Part I. Small strain
Bifurcation analysis for a rate-sensitive, non-associative, three-invariant, isotropic/kinematic hardening cap plasticity model for geomaterials: Part I. Small strain
Bifurcation analysis for a rate-sensitive, non-associative, three-invariant, isotropic/kinematic hardening cap plasticity model for geomaterials: Part I. Small strain
Regueiro, R. A. (author) / Foster, C. D. (author)
2011-01-01
25 pages
Article (Journal)
English
DDC:
624.1513
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Cyclic plasticity models for geomaterials based on non-linear kinematic hardening theory
British Library Conference Proceedings | 1994
|British Library Online Contents | 2007
|Kinematic Hardening Plasticity Formulation of Small Strain Behaviour of Soils
British Library Online Contents | 2000
|3D bifurcation analysis in geomaterials
Taylor & Francis Verlag | 2009
|Incremental response and bifurcation of pressure sensitive geomaterials
British Library Conference Proceedings | 1996
|