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
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
Journal title :
International Journal for Numerical Methods in Engineering