Hi,
I'm using ansys to model a 3D concrete beam model with reinforcement to conduct nonlinear static analysis.
I want to introduce transient analysis in between two load steps to measure the frequency response after each damage level.
Could anyone throw some light on how to use the two analysis consecutively.
Thanks in advance.
Kishore
Email: creative.kishore [at] gmail.com
So far i do not see any
So far i do not see any problem with solving this steps in queue. What kind of damage your beam gain?