harshn
Civil/Environmental
- Feb 2, 2007
- 24
Hi,
I am trying to do a thermo-mechanical coupled analysis, in the mechanical part I wish to do a modal analysis.
I have defined the thermal and mechanical parameters and compatible element. First I apply thermal boundary condition and solve for temperature distribution and the write the PHYSICS environment. Then I use the following to enter the modal analysis type
/solu !Re-enter the solution phase
ANTYPE,MODAL ! Choose modal analysis type
then I read the struct environment
physics,read,struct ! Read in the struct environment
after this I read the thermal load by
ldread,temp,,,,,,rth ! Apply loads derived from thermal environment
I am not able to see any apperent change in modal values even if I am changing the temperature boundary condition by great amount. It seems I have not coupled it properly, can someone throw some light on this
Thanks and Regards
I am trying to do a thermo-mechanical coupled analysis, in the mechanical part I wish to do a modal analysis.
I have defined the thermal and mechanical parameters and compatible element. First I apply thermal boundary condition and solve for temperature distribution and the write the PHYSICS environment. Then I use the following to enter the modal analysis type
/solu !Re-enter the solution phase
ANTYPE,MODAL ! Choose modal analysis type
then I read the struct environment
physics,read,struct ! Read in the struct environment
after this I read the thermal load by
ldread,temp,,,,,,rth ! Apply loads derived from thermal environment
I am not able to see any apperent change in modal values even if I am changing the temperature boundary condition by great amount. It seems I have not coupled it properly, can someone throw some light on this
Thanks and Regards