Solver Options

Activating the command: Setup Model Setup Parameters Advanced Other tab

The information on this page applies to the following analysis types except where indicated:

      Mechanical Event Simulation (MES)

      Static Stress with Nonlinear Material Models

      MES Riks Analysis

The type of solver for a nonlinear analysis can be selected in the Type of solver drop-down box within the Other tab. The choices are as follows:

Tip: The sparse solver is recommended when the model contains plate or shell elements, even for large models. Select the sparse solver to prevent automatic selection of the iterative solver for large models.

As listed above, some of the solvers take advantage of multiple threads/cores if available on the computer. The drop-down Number of threads/cores control is enabled in this situation. You want to use all the threads/cores available for the fastest solution, but might choose to use fewer threads/cores if you need some computing power to run other applications at the same time as the analysis.

Iterative Solver Section:

If the iterative solver is chosen, then the Iterative Solver section will be enabled. The input for this section is as follows:

Attention: The accuracy of the solution depends on the convergence tolerance; a smaller tolerance will result in a more accurate solution but may take more iterations. As with any iterative solution, the results should be checked to confirm that they meet the appropriate accuracy. In some cases, performing the analysis twice with a different convergence tolerance is the best way to confirm the accuracy.

Sparse Solver Section

If the sparse solver is chosen, then the Sparse Solver section will be enabled. The input for this section is as follows:

Options for Representing the Mass

When working with MES, you can choose between two mass representations in the Mass representation drop-down box: Lumped and Consistent. Lumped will place the mass of the element at the nodes; consistent will distribute the mass of the element throughout the volume. It should be noted that the computation of the effective load vector at each solution step is considerably longer when the consistent mass option is requested. The extra effort involved in a consistent (as opposed to the lumped) mass analysis may not be justified in many situations.