EracleCafeo
Guest
Hello everyone,
would someone know how to tell me if it is possible to perform a modal analysis in ansys workbench by imposing, beyond frequencies and constraints, a value of acceleration with synoidal trend between zero and a maximum in time?
I must verify that the vibrations and accelerations to which a statue is subjected, very precious, during transport (typically around 2hz and 0.4 m/s^2 for air transport and rubber) do not break it.
would someone know how to tell me if it is possible to perform a modal analysis in ansys workbench by imposing, beyond frequencies and constraints, a value of acceleration with synoidal trend between zero and a maximum in time?
I must verify that the vibrations and accelerations to which a statue is subjected, very precious, during transport (typically around 2hz and 0.4 m/s^2 for air transport and rubber) do not break it.