Dear user:
When analyzing the free vibration problem of cracked rock mass, I encountered several problems in the solution process:
1.In the input file, I used the "SUBSpace,, 10" command to solve the 10 order frequency value, but in the output file, I got the 20 order
frequency value.
2.Does the input file use the "DISPlacement ALL" command to obtain the vibration mode solution? I input this command, but why are the
vibration mode of each node obtained in the output file all zero?
3.After the calculation is completed, the Feappv interface will display a vibration mode diagram, and the three-dimensional solid structure
should get a vibration mode diagram of three components. How to view the other two vibration modes?
In the attachment are my input file, output file and the obtained vibration mode diagram. I hope the teacher can answer my questions
and solve my problems. Thank you very much!