About Implicit Dynamic Steps

An implicit dynamic step performs a stress or displacement analysis of transient dynamic or quasi-static problems using an implicit time integration. The response is generally nonlinear.

This page discusses:

General Implicit Dynamics Analyses

General implicit dynamic analysis in Abaqus/Standard uses implicit time integration to calculate the transient dynamic or quasi-static response of a system. The procedure can be applied to a broad range of applications calling for varying numerical solution strategies, such as the amount of numerical damping required to obtain convergence and the way in which the automatic time incrementation algorithm proceeds through the solution. Typical dynamic applications fall into three categories:

  • Transient fidelity applications, such as an analysis of satellite systems, require minimal energy dissipation. In these applications small time increments are taken to accurately resolve the vibrational response of the structure, and numerical energy dissipation is kept at a minimum. These stringent requirements tend to degrade convergence behavior for simulations involving contact or nonlinearities.
  • Moderate dissipation applications encompass a more general range of dynamic events in which a moderate amount of energy is dissipated by plasticity, viscous damping, or other effects. Typical applications include various insertion, impact, and forming analyses. The response of these structures can be either monotonic or nonmonotonic. Accurate resolution of high-frequency vibrations is usually not of interest in these applications. Some numerical energy dissipation tends to reduce solution noise and improve convergence behavior in these applications without significantly degrading solution accuracy.
  • Quasi-static applications are primarily interested in determining a final static response. These problems typically show monotonic behavior, and inertia effects are introduced primarily to regularize unstable behavior. For example, the statically unstable behavior may be due to temporarily unconstrained rigid body modes or “snap-through” phenomena. Large time increments are taken when possible to obtain the final solution at minimal computational cost. Considerable numerical dissipation may be required to obtain convergence during certain stages of the loading history.

Specifying the Application Type

Based on the classifications listed above, you should indicate the type of application you are studying when performing a general dynamic analysis. Abaqus/Standard assigns numerical settings based on your classification of the application type, and this classification can significantly affect a simulation. In some cases accurate results can be obtained with more than one application-type setting, in which case analysis efficiency should be considered. A general trend is that—among the three classifications—the high-dissipation quasi-static classification tends to result in the best convergence behavior and the low-dissipation transient fidelity classification tends to have the highest likelihood of convergence difficulty.