Define a step with the proper time incrementation and nonlinear solution controls that best allow Simulation Composite Analysis to reach a converged solution.
We have already defined our model geometry with a 24-ply layup and are now ready to create a load step. Many linear elastic analyses require only a single increment per step. However, a single increment is inadequate for simulations of progressive failure.
To achieve robust convergence when using Simulation Composite Analysis, the solution controls must be modified from their default state.
Increasing the solution control values for the Load_Step will ensure Abaqus can take full advantage of the improved convergence characteristics provided by Simulation Composite Analysis.