Static Analys

[Linusmancer]

Hi all

Im a beginner and trying to modelling a flat plates in the Roark .
i have a plate 10 in x 3 in all edges all edge fixed and a uniform pressure of 100 psi over all the plate. im using the Ls pre-post for now and studying Ls Dyna Implicit Analys.
For modelling my load condition after the mesh generation, have i to load my shells with a load curve (Abscissa time , Ordinate pressure)?

Best Regards

 

[rb1957]

don't "double dip" ... post on multiple forums.

though this one is probably more appropriate, you've had some replies on the other one.

 

[Linusmancer]

I'm so sorry..i saw this after and better for my question.

 

[GBor]

For those of us that don't view the other forum, at the top of this page is a "thread number"...threadXXX-XXXXX. If you hold down the left mouse button and drag it across to highlight the thread number in the original post (in the other forum), then paste it into a post for this forum, it will provide a link to the other thread. That would allow us to go to the other forum and make sure we're not about to tell you the same thing that you've already learned from the other thread...hope that makes sense.

 

[rb1957]

there you go, thread31-258407