Dear Users,
I have to do a response analysis of a certain construction (NX Siemens, Nastran solver 108, Direct frequency response analysis)
How do you define such excitation:
Excitation: 9.81 m/s² ≈1 g
Frequency Range: 10…..500 Hz
Sine-Sweep: 0.5 octave / min
Thank You, Regards, Peter
Dear Users,
I have to do a response analysis of a certain construction (NX Siemens, Nastran solver 108, Direct frequency response analysis)
How do you define such excitation:
Excitation: 9.81 m/s² ≈1 g
Frequency Range: 10…..500 Hz
Sine-Sweep: 0.5 octave / min
Regards, Peter
Dear Users
I have surfaces with a mesh. I would like to get mesh on the offset surfaces (similar as on the example from http://manual.midasuser.com/EN_Common/GTS/425/GTS/06_Mesh/Protrude_Mesh/Protrude_Offset.htm) with the same number of nodes.
How to do it in APDL?
My surfaces:
Thank...
Dear users,
I am a new user of FEMAP and I have a problem, how to define the cyclic symmetry constraints. In Ansys, where I work every day, it is very easy (CYCLIC or CPCYC command and ready). Here I cannot cope....
Please help me, thank you,