Large strain finite element analysis of sand: model, algorithm and application to numerical simulation of tire-sand interaction

Citation
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
Citations number
36
Categorie Soggetti
Civil Engineering
Journal title
COMPUTERS & STRUCTURES
ISSN journal
00457949 → ACNP
Volume
74
Issue
3
Year of publication
2000
Pages
253 - 265
Database
ISI
SICI code
0045-7949(200001)74:3<253:LSFEAO>2.0.ZU;2-V
Abstract
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 99 Elsevier Science Ltd. All rights reserved.