Ch. Liu et al., Large strain finite element analysis of sand: model, algorithm and application to numerical simulation of tire-sand interaction, COMPUT STRU, 74(3), 2000, pp. 253-265
Based on a review of several existing models for the elastic responses of g
eomaterials, a new nonlinear elastic law is suggested. A fully implicit ret
urn mapping algorithm for non-associative elastoplastic models of the geoma
terials is presented within the regime of large strains. This algorithm is
formulated in the principal axes. Algorithmic tangent moduli are derived. A
modified critical state model in conjunction with the new nonlinear elasti
c law is implemented into the general purpose finite element software MARC,
using the proposed algorithm. Furthermore. the tire-sand interaction is nu
merically simulated, employing the modified model and the algorithm. (C) 19
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