Defining Implicit Dynamic Steps

You can define an implicit dynamic step to perform a stress or displacement analysis of transient dynamic or quasi-static problems using an implicit time integration. The response is generally nonlinear.

See Also
About Implicit Dynamic Steps
In Other Guides
Analysis Cases and Steps
  1. From the Procedures section of the action bar, click Implicit Dynamic Step .
  2. Optional: Enter a descriptive Name.
  3. In the Step Time field, enter the duration of the step.
  4. From the Application options, specify one of the following options:
    OptionDescription
    Default Modifies the behavior of the implicit dynamic step depending on the presence of contact in the model. Analyses involving contact are treated as moderate dissipation applications; analyses without contact are treated as transient fidelity applications.
    Transient fidelity Small time increments are used, and numerical energy dissipation is kept at a minimum.
    Moderate dissipation Some numerical energy dissipation is introduced to reduce solution noise and improve convergence behavior without significantly degrading solution accuracy.
    Quasi-static Large time increments are taken when possible, and considerable numerical dissipation might be introduced to obtain convergence during certain stages of the loading history.
  5. Adjust any of the following incrementation parameters:
    OptionDescription
    Maximum number of increments Maximum number of increments in the step. A value of 100 is prepopulated.
    Initial time increment Suggested initial time increment. For implicit integration, this same time increment will be used throughout the step unless contact impacts or releases occur or the automatic time incrementation scheme is used.
    Minimum time increment Minimum time increment allowed. A value of 10-5 seconds is prepopulated. If the Abaqus solvers need a smaller time increment than this value, the analysis is terminated.
    Maximum time increment Maximum time increment allowed.
  6. Optional: Enable Include geometric nonlinearity to indicate that geometric nonlinearity will be accounted for during the step.

    Once you enable this option, it will be active during all subsequent steps in the simulation.

  7. From the Matrix storage options, specify one of the following options for the matrix storage and solution scheme:
    OptionDescription
    Solver default Uses a matrix storage and solution scheme chosen by the Abaqus solvers to store the stiffness matrix.
    Symmetric Uses the symmetric matrix storage and solution scheme to store the stiffness matrix.
    Unsymmetric Uses the unsymmetric matrix storage and solution scheme to store the stiffness matrix.

    For more information about these options, see Matrix Storage and Solution Scheme in Abaqus/Standard.

  8. Click OK.