Constitutive modeling of materials and contacts using the disturbed state concept: Part 2 – Validations at specimen and boundary value problem levels

Author:

Desai Chandrakant S.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modelling and Simulation,Civil and Structural Engineering

Reference53 articles.

1. Mechanics of materials and interfaces: the disturbed state concept;Desai,2001

2. Desai CS. Disturbed state concept (DSC) for constitutive modeling of geologic materials and beyond. In: Proceedings of the symposium on constitutive modeling by geomaterials, Springer series in geomechanics and engineering. Tsinghua Univ., Beijing, China; 2013. p. 27–45.

3. Gyi MM. Multiaxial testing of saturated Ottawa sand, M.S. Thesis, Dept. of Civil Eng. and Eng. Mechs. The Univ. of Arizona, Tucson, AZ (USA); 1996.

4. Cyclic behavior and liquefaction of sand using disturbed state concept;Park;J Geotech Geoenviron Eng, ASCE,2000

5. Shao C, Desai CS. Implementation of DSC model for dynamic analysis of soil–structure interaction problems. Report to NSF, Dept. of Civil Eng. and Eng. Mech., Univ. of Arizona, Tucson, AZ (USA); 1998.

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