Force varying with deflection in ANSYS
Force varying with deflection in ANSYS
(OP)
Hi,
In ANSYS, I want to model cantilever beam excited by base harmonic acceleration along with tip load. Tip load varies with deflection of tip of beam due to base excitation. How can i apply this load?
In ANSYS, I want to model cantilever beam excited by base harmonic acceleration along with tip load. Tip load varies with deflection of tip of beam due to base excitation. How can i apply this load?





RE: Force varying with deflection in ANSYS
What type of set up are you currently working with? Also what version of ANSYS and tools do you have available with your license? Do you have a transient mechanical license, or can you only use static structural?