Xiong Wen-lin. Symmetric Formulation of Tangential Stiffnesses for Non-Associated Plasticity[J]. Applied Mathematics and Mechanics, 1986, 7(11): 983-991.
Citation: Xiong Wen-lin. Symmetric Formulation of Tangential Stiffnesses for Non-Associated Plasticity[J]. Applied Mathematics and Mechanics, 1986, 7(11): 983-991.

Symmetric Formulation of Tangential Stiffnesses for Non-Associated Plasticity

  • Received Date: 1984-10-21
  • Publish Date: 1986-11-15
  • A numerical scheme is presented which makes it possible to use the symmetric equation solvers in tangential stiffness programs for non-associated materials.
  • loading
  • [1]
    Barton,N.and V.Choubey.The shear strength of rock joints in theory and practice,Rock Mechanics 10 1977,1-54.
    [2]
    Davis,E.H.Theory of plasticity and the failure of soil masses.Soil Mechanics,ed.I.K.Lee,Butter Worth(1969).
    [3]
    Mroz,Z.,Non-associated laws in plasticity.J.Mech.and Phys.Appl.2,(1963),21-41.
    [4]
    Naylor,D.J.and G.N.Pande,Finite Elements in Geotechnical Engineering Pineridge Press,Swansea,U.K.(1981).
    [5]
    Owen,D.R.J.and E.Hinton,Finite Elements in Plasticity,Theory and Practice Pineridge Press,Swansea,U.K.(1980).
    [6]
    Pande,G.N.and ST.Pietruszczak Symmetric tangential stiffness formulation for nonassociated plasticity,C/R/405,the Univ.College of Swansea,U.K.(1982).
    [7]
    Pande,G.N.and W.Xiong,An improved multi-laminate model of joint rock masses Numerical Models in Geomechanics.A.A.BALKEMA/ROTTERDAM (1982),218-226.
    [8]
    Zienkiewicz,O.C.,The Finite Element Method,MCGRAW-HILL(1977).
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (1865) PDF downloads(631) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return