Article Dans Une Revue International Journal for Numerical and Analytical Methods in Geomechanics Année : 2006

Bifurcation and second-order work in geomaterials

Résumé

In this paper, the ability of a material rate-independent system to evolve toward another mechanical state from an equilibrium configuration, with no change in the control parameters, is investigated. From a mechanical point of view, this means that the system can spontaneously develop kinetic energy with no external disturbance from an equilibrium state, which corresponds to a particular case of bifurcation. The existence of both conjugate incremental strain and stress such that the second-order work vanishes is established as a necessary and sufficient condition for the appearance of this bifurcation phenomenon. It is proved that this fundamental result is independent of the constitutive relation of the rate-independent material considered. Then the case of homogeneous loading paths is investigated, and, as an illustration, the subsequent results are applied to interpret the well-known liquefaction observed under isochoric triaxial loading conditions with loose granular materials.

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Dates et versions

hal-02588906 , version 1 (15-05-2020)

Identifiants

Citer

François Nicot, F. Darve, H. Vu Khoa. Bifurcation and second-order work in geomaterials. International Journal for Numerical and Analytical Methods in Geomechanics, 2006, 31 (8), pp.1007-1032. ⟨10.1002/nag.573⟩. ⟨hal-02588906⟩
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