kevin1977
Mechanical
- Sep 12, 2011
- 1
Hello,
I'm beginning to work with Patran/Nastran and I'm trying to model the vibration of a big structure over an elastic foundation (there are hundreds of mesh nodes in the structure base).
Probably because I'm a new user, the only approach I know is to use hundreds of 0D CELAST element (springs conected to the ground and to the structure), but this needs to entering hundreds of spring elements, and it needs a lot of time and patience.
Do you know if there is a better approach for this foundation model?
Thanks in advance,
Kevin
I'm beginning to work with Patran/Nastran and I'm trying to model the vibration of a big structure over an elastic foundation (there are hundreds of mesh nodes in the structure base).
Probably because I'm a new user, the only approach I know is to use hundreds of 0D CELAST element (springs conected to the ground and to the structure), but this needs to entering hundreds of spring elements, and it needs a lot of time and patience.
Do you know if there is a better approach for this foundation model?
Thanks in advance,
Kevin