• Title of article

    Elastic-viscoplastic anisotropic modeling of textured metals and validation using the Taylor cylinder impact test

  • Author/Authors

    B. Plunkett، نويسنده , , O. Cazacu، نويسنده , , R.A. Lebensohn ، نويسنده , , F. BARLAT، نويسنده ,

  • Issue Information
    روزنامه با شماره پیاپی سال 2007
  • Pages
    21
  • From page
    1001
  • To page
    1021
  • Abstract
    An elastic-viscoplastic model for describing the anisotropic high-strain rate behavior of both low-symmetry and high-symmetry textured materials is proposed. Yielding is described using a recently developed criterion which can capture simultaneously anisotropy and compression–tension asymmetry associated with deformation twinning. The anisotropy coefficients as well as the size of the elastic domain are considered to be functions of the accumulated plastic strain. The specific expressions for the evolution laws are determined using a multi-scale methodology, i.e. experimental measurements of crystallographic texture and uniaxial stress–strain curves, polycrystalline calculations, and macroscopic scale interpolation techniques. An overstress approach is used to incorporate rate effects in the formulation. Applications of the model to the description of the high strain-rate response of low-symmetry (hexagonal-close-packed zirconium) and high-symmetry (body-centered-cubic tantalum) pre-textured metals are presented. The very good agreement between the simulated and experimental post-test geometries of the Taylor impact specimens in terms of major and minor side profiles and impact-interface footprints shows the ability of the model to describe with fidelity the differences in the evolution of anisotropy between zirconium and tantalum.
  • Keywords
    Elastic-viscoplastic matetrial (B) , Crystal plasticity (B) , Anisotropic material (B) , Impact testing (C) , Finite elements (C)
  • Journal title
    International Journal of Plasticity
  • Serial Year
    2007
  • Journal title
    International Journal of Plasticity
  • Record number

    1257415