O. C. Zienkiewicz. Generalized Plasticity and Some Models for Geomechanics[J]. Applied Mathematics and Mechanics, 1982, 3(3): 267-280.
Citation: O. C. Zienkiewicz. Generalized Plasticity and Some Models for Geomechanics[J]. Applied Mathematics and Mechanics, 1982, 3(3): 267-280.

Generalized Plasticity and Some Models for Geomechanics

  • Received Date: 1981-11-20
  • Publish Date: 1982-06-15
  • In this brief note, we have (a) introduced a very general form of plasticity definition; (b) indicated several types of models used for monotonic and transient loading of soil-like materials, which do not depend on time effects. The details of each form are given elsewhere but we believe that the new framework provides an easier and more general interpretation of a variety of behaviour form.
  • loading
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    Mroz.Z.,Norris,V.A.and Zienkiewicz,O.C.,An anisotropic hardening model for soils and its application to cyclic loading.Int.J.Num.Anal.Meth.Geom.,2,pp.203-221,(1978).
    [11]
    Mroz.Z.,Norris,V.A.and Zienkiewicz,O.C.,Application of an anisotropic hardening model in the analysis of elastoplastic deformation of soils,Geotechnique.29,pp.1-34. (1979).
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    Mroz,Z..Norris,V.A.and Zienkiewicz,O.C.,Simulation of behaviour of soils under cyclic loading by using a more general hardening rule,Research report,Department of Civil Engineering,University of Wales,Swansea,U.K.,(1980).
    [13]
    Mroz.Z.,Norris,V.A.and Zienkiewicz,O.C.,An anisotropic critical state model for soils subjected to cyclic loading.(to be published in Geotechnique).
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    Zienkiewicz.O.C.,The Finite Element Method,third edition,(1977).
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