Description: When I want to use transient compliance as the objective function for my topology optimization, the loadstep type is transient direct analysis, and the load I apply is a Gaussian load. When I do not perform topology optimization and only conduct a preliminary analysis, I can obtain results. However, when I try to set the objective function as transient compliance, an error occurs stating that the load step is incompatible with this response.
Product/Topic Name : hypermesh, optistruct, topology optimization
*Note from Community Team - Once you receive a satisfactory answer on your question, kindly mark your answers as "Accepted" so it can help others with similar problems. Thanks.
