Hi all.
I am performing a 2D frequency analysis in the Structural Mechanics Module.
I want to apply a prescribed displacement on the left boundary and to see which waves propagate inside the medium. The prescribed displacement is a sine wave of 5 cycles with a certain frequency.
Could anyone tell me how to apply this boundary condition?
If I perform a time-dependent analysis, I can define a piecewise function using t (time) as argument, but this doesn't work in the frequency analysis.
I want to perform a frequency analysis mainly for two reasons:
1. The medium is a thin layer and the time-dependent analysis doesn't give the expected solution. The resulting waves are undersampled even if I use the proper time-step and maximum element size.
2. I would like to avoid reflections from the boundaries and PML doesn't work in the time-domain.
Any suggestion is more than welcome!!!
Best regards
Ramona
I am performing a 2D frequency analysis in the Structural Mechanics Module.
I want to apply a prescribed displacement on the left boundary and to see which waves propagate inside the medium. The prescribed displacement is a sine wave of 5 cycles with a certain frequency.
Could anyone tell me how to apply this boundary condition?
If I perform a time-dependent analysis, I can define a piecewise function using t (time) as argument, but this doesn't work in the frequency analysis.
I want to perform a frequency analysis mainly for two reasons:
1. The medium is a thin layer and the time-dependent analysis doesn't give the expected solution. The resulting waves are undersampled even if I use the proper time-step and maximum element size.
2. I would like to avoid reflections from the boundaries and PML doesn't work in the time-domain.
Any suggestion is more than welcome!!!
Best regards
Ramona