Open figure viewer
A derivation for the finite element equations of consolidation by the principle of virtual work and virtual complementary work is presented. This provides a simple alternative to derivation by variational principles or the Laplace transform. In the final part of the paper the equations are rearranged into a form suitable for time stepping for non‐linear applications.
This content is only available via PDF.
© MCB UP Limited
1989
You do not currently have access to this content.
