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黄文熙. 硬化规律对土的弹塑性应力-应变模型影响的研究[J]. 岩土工程学报, 1980, 2(1): 1-11.
引用本文: 黄文熙. 硬化规律对土的弹塑性应力-应变模型影响的研究[J]. 岩土工程学报, 1980, 2(1): 1-11.
Huang Wen-xi. The Influence of the Hardening Law on the Formulation of the Elasto-plastic Model of Soil[J]. Chinese Journal of Geotechnical Engineering, 1980, 2(1): 1-11.
Citation: Huang Wen-xi. The Influence of the Hardening Law on the Formulation of the Elasto-plastic Model of Soil[J]. Chinese Journal of Geotechnical Engineering, 1980, 2(1): 1-11.

硬化规律对土的弹塑性应力-应变模型影响的研究

The Influence of the Hardening Law on the Formulation of the Elasto-plastic Model of Soil

  • 摘要: 在建立士的弹塑性本构关系时,时常应用不同的硬化规律。本文研究了不同硬化规律对土的弹塑性模量矩阵Dep。的影响;建议了探求屈服面与塑性势面的方法;也推导了三元、平面应变与轴对称情况下Dep的普遍表达式,供有限元法分析之用.

     

    Abstract: Various types of hardening laws have been in the formulation of the elasto-plastic constitution relationship of soil. In this paper, the influence of different hardening laws on the matrix of elasto-plastic modulus Dep of soil is studied, and the appraoch for establishing the yield locus and plastic potential is proposed. The general expressions of Dep which can be used is the finite element analysis for the three-Dimensional, plane strain and axisymmetrical case are devide.

     

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