Error 557 : DRESP2 3 is not referenced from within a structural eigenvalue SUBCASE
Hello,
I am trying to run a single-objective topology optimsation (min compliance) with a user-defined constraint, which is a combination of compliance and eigenfrequency.
I did as follow:
1. Created two loadsteps. Linear static and normal modes.
2. Created two responses (DRESP1): compliance and first eigenfrequency, each one associated to the corresponding loadstep.
3. Defined a DEQUATION for the user-defined constriant.
4. Created a new response (type = function) pointing to the dequation and edited the associated responses before creating it.
5. Created a DCONSTRAINT for the response at point 4.
6 Created an objective for compliance.
When I launch the optimisation I receive the error message below.
*** ERROR # 557 ***
DRESP2 3 is not referenced from within a structural eigenvalue SUBCASE.
This type of response must be specified from within a structural eigenvalue
SUBCASE.
This error occurs in DESSUB 3.
I have found a couple of similar posts on the forum but still unable to fix it. Could anyone provide some hints to solve this error please?
Thank you