Phase2 Model > Displacements
The options in the Displacements menu in the Phase2 Model program, are used to specify:
the displacement boundary conditions (restraints) for the model
other displacement related analysis options
The following options are available.
Displacement Boundary Conditions (Restraints)
The following options are used to apply displacement boundary conditions to the model.
Restrain XY (i.e. pinned)
Restrain X (i.e. free to move in the Y direction only)
Restrain Y (i.e. free to move in the X direction only)
Free (i.e. free in both X and Y directions)
A fixed, non-zero displacement can be applied as a boundary condition using the Set Displacement option.
Infinite Elements can be used on the External boundary. This is set in the Default External boundary condition dialog.
Reset All Displacements
The Reset All Displacements option allows the user to reset all calculated displacements to zero after any stage of a multi-stage model. This option can be used to filter out displacements that are not of interest, to provide a known reference state. For example, the initial displacements which are calculated in the first stage of a surface excavation model, where the first stage is used to "settle" the model under it's own weight.