考虑材料应变软化的柱形孔扩张问题

    ExpanSionof CylindriCa1 Cavity of Materials with Strain-SofteningBehaviour

    • 摘要: 本文基于岩土软化材料特征,提出应力一次跌落应变软化模型,讨论了应力跌落计算与损伤面的平衡条件,推导了该模型下Tresca材料和Mohr-Coulomb材料柱形孔扩张问题应力及位移的计算公式,分析了不同软化程度对柱形孔扩张时应力场、位移场及塑性区开展规律的影响。

       

      Abstract: ln this paper is prensented a stress-dropping strain-softening model based on strain-softening be-haviour of geomaterials,Calculation of dropping-stress and epuilibrium condition of damage surface are discussed.Formulas calculating stress and displacement fields of expansion of cylindrical cavity are derived with this model.The effect caused by different strain-softening rates on stress and displacement fields,development of the plasticzone of expansion of cylindrical cavity is analyzed.

       

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