When we are using topology or sizing optimization in Abaqus, it is common to select strain energy as objective and volume as constraint. Could you please explain using other design responses as objective or constraint by giving some examples?
Thank you for shared links. I have read Abaqus Analysis and Abaqus/CAE user guides beforehand and i did some works in Abaqus Optimization. I want to know about using other design responses as objective or constraint in different problems.
Abaqus design responses are as follows:
Table 13.2.1–5 Design responses for general topology optimization.
Center of gravity
Displacement and rotation
Eigenfrequency from Kreisselmaier-Steinhauser formula
Eigenfrequency from modal analysis
Energy stiffness measure
Internal and reaction forces and moments
Moment of inertia
Scaled centroidal von Mises stress Strain energy
Volume
Weight
13.2.1–7 Design responses for sizing optimization.
Center of gravity
Displacement and rotation
Eigenfrequency from Kreisselmaier-Steinhauser formula