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蒋明镜, 沈珠江. 考虑材料应变软化的柱形孔扩张问题[J]. 岩土工程学报, 1995, 17(4): 10-19.
引用本文: 蒋明镜, 沈珠江. 考虑材料应变软化的柱形孔扩张问题[J]. 岩土工程学报, 1995, 17(4): 10-19.
Jiang Mingjing, Shen Zhujiang. ExpanSionof CylindriCa1 Cavity of Materials with Strain-SofteningBehaviour[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(4): 10-19.
Citation: Jiang Mingjing, Shen Zhujiang. ExpanSionof CylindriCa1 Cavity of Materials with Strain-SofteningBehaviour[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(4): 10-19.

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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