Guidelines for Optimization of Structures with Nonlinear Behavior

This section presents guidelines to build a stable optimization setup for sizing optimization. These guidelines can help the user to address the issues during the optimization run.

This page discusses:

Sizing Optimization in the Context of Nonlinear Structural Analysis



The above setup is considered to be stable for running sizing optimization of structures with nonlinear behavior. Even though the settings consume more time for convergence, the optimization can converge in the first attempt. A recommendation for the settings: small initial time increment, THICKNESS_MOVE = 0.1, THICKNESS_UPDATE = CONSERVATIVE. If there are still convergence issues on the solver side, look for the above mentioned warnings in the Abaqus *.msg and *.dat files. One of the trivial methods of stabilizing a nonlinear optimization task is by increasing the frozen domain. If convergence issues remain, impose additional constraints on displacement or structural stiffness to further stabilize the optimization procedure.

Manufacturing Constraints in the Model

In cases where the model contains manufacturing restrictions:

  • It is crucial to set the correct origin of the co system and the axis corresponding to the restrictions in the parameter file.
  • In the case of nonlinear problems, if the optimization ends in the solver convergence issues, the recommendation to remove the manufacturing constraints and solve the convergence issues. After obtaining a converged result, impose the restrictions one after the other.

Thermal Expansion in the Model

For thermal expansion problems, the recommendation is to use the ENERGY_STIFF_MEASURE design response instead of the STRAIN_ENERGY design response.

Contact in the Model

For highly nonlinear contact problems, the automatic stabilization technique offered by the Abaqus solver is the recommendation. This option helps automatically control rigid body motion before the contact closure restrains such motion, which can be activated by *CONTACT CONTROLS, STABILIZE command. By default, the auto-frozen option is activated in Tosca Structure, which affects regions with contact, load, and displacement boundary conditions. Hence, it is important to deactivate the Auto frozen option AUTO_FROZEN=OFF to acquire the contact regions as design domain in cases where it is required. Note, this setting can lead to solver convergence issues.

Minimize Stress as Objective

In cases where stress design responses are used to define the objective function, the recommendation is to give reference values for the corresponding design responses. If stress design responses are used in the model, the recommendation is to use sensitivities calculated by the Abaqus solver.