• Title of article

    A 4-node finite shell element for the implementation of general hyperelastic 3D-elasticity at finite strains Original Research Article

  • Author/Authors

    P. Betsch، نويسنده , , F. Gruttmann، نويسنده , , E. Stein، نويسنده ,

  • Issue Information
    روزنامه با شماره پیاپی سال 1996
  • Pages
    23
  • From page
    57
  • To page
    79
  • Abstract
    In this paper a finite shell element for large deformations is presented based on extensible director kinematics. The essential feature is an interface to arbitrary three-dimensional material laws. The non-linear Lagrangian formulation is based on the three-field variational principle, parametrized with the displacement vector, enhanced Green-Lagrangian strain tensor and second Piola Kirchhoff stress tensor. The developed quadrilateral shell element is characterized by a course mesh accuracy and distortion insensitivity compared with bilinear displacement approaches. Furthermore, plane stress response is approximately recovered in the asymptotic case of vanishing thickness. A number of example problems investigating large deformation as well as finite strain applications are presented. Compressible and incompressible hyperelastic materials of the St. Venant-Kirchhoff, Neo-Hookean and Mooney-Rivlin type are particularly used.
  • Journal title
    Computer Methods in Applied Mechanics and Engineering
  • Serial Year
    1996
  • Journal title
    Computer Methods in Applied Mechanics and Engineering
  • Record number

    890669