Modern approaches to plasticity : proceedings of a workshop held in Horton, Greece, 12-16 June 1992 under the patronage of the Council of Europe /
Constitutive modelling of granulate materials has achieved significant progress in recent times although some challenging problems still remain to be solved. Many of the 35 contributions in this volume are devoted to modelling but there are also papers investigating the phenomena to be modelled. For...
Clasificación: | Libro Electrónico |
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Formato: | Electrónico eBook |
Idioma: | Inglés |
Publicado: |
Amsterdam ; New York :
Elsevier,
1993.
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Temas: | |
Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Front Cover; Modern Approaches to Plasticity; Copyright Page; Preface; Table of Contents; List of Contributors; Chapter 1. Configurational Plasticity in Granular Media; Abstract; 1 Introduction; 2 The Thermoplastic Potential; 3 Configurational Entropy; 4 Uniqueness of the Solution of the Initial Value Problem; 5 Coupling of the Plastic and Configurational Processes; 6 Configurational Plasticity and Drucker's Postulate; 7 Acknowledgements; 8 REFERENCES; Chapter 2. Interpretation of Dilation as a Kinematic Constraint; 1 Introduction; 2 The Thermomechanical Formulation; 3 Dilatancy; 4 Anisotropy
- 5 A Model for Dense Sand6 Conclusions; Acknowledgement; 7 References; Appendix: Comparison of Alternative ThermodynamicApproaches to Rate-Independent Dissipative Media; Chapter 3. A Basic Formulation of Elastoplastic ConstitutiveEquations; Abstract; 1 Introduction; 2 Work Rate or Stiffness Relaxation; 3 Condition of Continuity; 4 Masing Effect
- Hysteresis Property; 5 Constitutive Equation with Tangential Plasticity; 6 Concluding Remarks; 7 References; Chapter 4. Some Constitutive Inequalities for Incrementally Nonlinear Modelsin Plasticity; Abstract; 1 Introduction
- 2 Classical Constitutive Inequalities and the Questionof Invariance. 3 Invariant Inequalities Involving the Second-OrderWork.; 4 Constitutive Inequalities Transmissible from Micro-Level to Macro-Level; 5 Material Stability; ACKNOWLEDGEMENT; 6 REFERENCES; Chapter 5. Upgrading of Soil Models by Hencky's Theory of Plasticity; 1 Introduction; 2 Perfect Plasticity versus Isotropic Hardening; 3 The Classical Prandtl-Reuss Hardening Model; 4 A Hencky-type Model; 5 On the Extra Term in the Hencky Model; 6 Other Isotropic Hardening Models; 7 Concluding Remarks; 8 References
- 6 Nonlocal Plasticity with Director7 REFERENCES; Chapter 8. Towards Micro-Mechanical Constitutive Relations forGranular Materials; Abstract; 1 Introduction; 2 Discrete Element Method; 3 Parameter Selection; 4 Simulation of Biaxial Deformation; 5 Micro-Mechanical Parameters; 6 Dilatancy Relation; 7 Discussion; 8 References; Appendix A; Chapter 9. Numerical Test with DiscreteElement Method; Abstract; 1 Introduction; 2 Principles of Numerical Simulations; 3 Average Stress Tensor; 4 Results of Numerical Simulations; 5 Interpretation of Results; 6 Discussion; 7 Conclusion; Acknowledgment