Uniform deformation of a granular medium theory and experiment
Article
Received:
- 43 Downloads
- 1 Citations
Keywords
Mathematical Modeling Mechanical Engineer Industrial Mathematic Granular Medium Medium Theory
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.
Preview
Unable to display preview. Download preview PDF.
References
- 1.V. V. Novozhilov, “Two articles on mathematical models in continuum mechanics,” Preprint, IPM AN SSSR, LGU, No. 225, Moscow (1983).Google Scholar
- 2.A. M. Zhukov and Yu. N. Rabotnov, “Study of plastic deformations of steel under complex loading,” Inzh. Sb., No. 18 (1954).Google Scholar
- 3.A. A. Il'yushin and V. S. Lenskii, Resistance of Materials [in Russian], Fizmatgiz, Moscow (1959).Google Scholar
- 4.A. F. Revuzhenko, “On very simple continuum flows,” Dokl. Akad. Nauk SSSR, Vol. 303, No. 1 (1988).Google Scholar
- 5.A. F. Revuzhenko, “Experimental detection of constitutive behavior and self-organization,” in: Modern Approaches to Plasticity, Elsevier, Amsterdam (1993).Google Scholar
- 6.A. F. Revuzhenko, S. B. Stazhevskii, and E. I. Shemyakin, “On the deformation mechanism of a granular material with large shears,” Fiz.-Tekh. Probl. Razab. Polez. Iskop. No. 3 (1974).Google Scholar
- 7.A. P. Bobryakov and A. F. Revuzhenko, “Uniform shear of a granular material. Dilatancy,” Fiz.-Tekh. Probl. Razab. Polez. Iskop. No. 5 (1982).Google Scholar
- 8.A. F. Revuzhenko, “A class of complex loadings of an inelastic medium,” Prikl. Mekh. Tekh. Fiz. No. 5 (1986).Google Scholar
- 9.A. P. Bobryakov and A. F. Revuzhenko, “On a method for testing inelastic materials,” Izv. Akad. Nauk SSSR. Mekh. Tverd. Tela, No. 4 (1990).Google Scholar
- 10.D. Kolymbas, “Generalization of the hypoplastic constitutive equation,” in: Proc. Constitutive Equations for Granular Noncohesive Soils, (1989), pp. 349–366.Google Scholar
- 11.D. Kolymbas and W. Wu, “Introduction to hypoelasticity,” in: Modern Approaches to Plasticity, Elsevier, Amsterdam (1993).Google Scholar
- 12.E. Bauer and W. Wu, A Hypoplastic Model for Granular Soils under Cyclic Loading, Elsevier, Amsterdam (1993).Google Scholar
Copyright information
© Plenum Publishing Corporation 1995