General Formulation of Two Kinematic Hardening Constitutive Models with a Smooth Elastoplastic Transition
Auteur(s): |
A. Grammatikopoulou
(Geotechnical Engineer, Geotechnical Consulting Group, 52 A Cromwell Rd., London SW7 5BE, U.K.; formerly, Imperial College, London SW7 2AZ, U.K. (corresponding author).)
L. Zdravkovic (Geotechnical Engineer, Geotechnical Consulting Group, 52 A Cromwell Rd., London SW7 5BE, U.K.; formerly, Imperial College, London SW7 2AZ, U.K. (corresponding author).) D. M. Potts (Geotechnical Engineer, Geotechnical Consulting Group, 52 A Cromwell Rd., London SW7 5BE, U.K.; formerly, Imperial College, London SW7 2AZ, U.K. (corresponding author).) |
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | International Journal of Geomechanics, septembre 2006, n. 5, v. 6 |
Page(s): | 291-302 |
DOI: | 10.1061/(asce)1532-3641(2006)6:5(291) |
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10604583 - Publié(e) le:
09.05.2021 - Modifié(e) le:
09.05.2021