Discretized kinematic hardening in cyclic degradation of rocks and soils

Abstract

A discretized description is made of the process of kinematic hardening in elasto-plastic solids in the range of infinitesimal strains. Applications of this description to the modelling of response to cyclic loading of rocks and soils are presented. © 1985.

DOI
10.1016/0013-7944(85)90098-0
Year