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General Formulation of Two Kinematic Hardening Constitutive Models with a Smooth Elastoplastic Transition

Author(s): (Geotechnical Engineer, Geotechnical Consulting Group, 52 A Cromwell Rd., London SW7 5BE, U.K.; formerly, Imperial College, London SW7 2AZ, U.K. (corresponding author).)
(Geotechnical Engineer, Geotechnical Consulting Group, 52 A Cromwell Rd., London SW7 5BE, U.K.; formerly, Imperial College, London SW7 2AZ, U.K. (corresponding author).)
(Geotechnical Engineer, Geotechnical Consulting Group, 52 A Cromwell Rd., London SW7 5BE, U.K.; formerly, Imperial College, London SW7 2AZ, U.K. (corresponding author).)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 5, v. 6
Page(s): 291-302
DOI: 10.1061/(asce)1532-3641(2006)6:5(291)
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1061/(asce)1532-3641(2006)6:5(291).
  • About this
    data sheet
  • Reference-ID
    10604583
  • Published on:
    09/05/2021
  • Last updated on:
    09/05/2021
 
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