Variational principle and boundary conditions of gradient-dependent generalized plasticity model
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Variational principle and boundary conditions of gradient-dependent generalized plasticity model
Vol. 29, Issue 10, (2008)
作者机构:
1. 中南大学 土木建筑学院,长沙,410075
2. 长沙理工大学 土木与建筑学院,长沙,410076
作者简介:
基金信息:
DOI:
CLC:O344.1
Online First:03 August 2013,
Published:2008
稿件说明:
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HE Xian-feng, ZHAO Bing, FU He-lin. Variational principle and boundary conditions of gradient-dependent generalized plasticity model[J]. 2008, 29(10).
DOI:
HE Xian-feng, ZHAO Bing, FU He-lin. Variational principle and boundary conditions of gradient-dependent generalized plasticity model[J]. 2008, 29(10).DOI:
Variational principle and boundary conditions of gradient-dependent generalized plasticity model
Gradient-dependent generalized plasticity mechanics (GGPM) in which the yield functions not only depend on stress tensor and an invariant plastic strain measure
but also depend on spatial derivatives of the latter quantity
is based on the generalized plasticity mechanics(GPM). It can describe the strain localization characteristics and the basic mechanical characteristics of geomaterials at the same time. In order to derive the equilibrium equations and the boundary conditions
an incremental functional in which the displacement
plastic multiplier and are independent variables
is constructed to build up the variational principle of GGPM. The stress boundary conditions as well as the plastic factor boundary conditions are obtained by natural boundary conditions
so a numerical model can be ensured for geomaterial strain localization.