• Title of article

    Von Neumann stability analysis of Biotʹs general two-dimensional theory of consolidation

  • Author/Authors

    Michael I. Miga، نويسنده , , Keith D. Paulsen، نويسنده , , Francis E. Kennedy، نويسنده ,

  • Issue Information
    روزنامه با شماره پیاپی سال 1998
  • Pages
    20
  • From page
    955
  • To page
    974
  • Abstract
    Von Neumann stability analysis is performed for a Galerkin nite element formulation of Biotʹs consolida- tion equations on two-dimensional bilinear elements. Two dimensionless groups|the Time Factor and Void Factor|are identi ed and these quantities, along with the time-integration weighting, are used to explore the stability implications for variations in physical property and discretization parameters. The results show that the presence and persistence of stable spurious oscillations in the pore pressure are in uenced by the ratio of time-step size to the square of the space-step for xed time-integration weightings and physical property selections. In general, increasing the time-step or decreasing the mesh spacing has a smoothing e ect on the discrete solution, however, special cases exist that violate this generality which can be readily identi ed through the Von Neumann approach. The analysis also reveals that explicitly dominated schemes are not stable for saturated media and only become possible through a decoupling of the equilibrium and continuity equations. In the case of unsaturated media, a break down in the Von Neumann results has been shown to occur due to the in uence of boundary conditions on stability.
  • Keywords
    Von Neumann , consolidation , Galerkin nite element , Soil consolidation , porous media , biphasictissue mechanics , stability
  • Journal title
    International Journal for Numerical Methods in Engineering
  • Serial Year
    1998
  • Journal title
    International Journal for Numerical Methods in Engineering
  • Record number

    423643