Hi Victor,
many thanks for your comments.
1. Both computers are using Version 22. I may have a look at Version 20 however I have currently set the higher-spec computer to 24 processors rather than 36 and for the current run this seems to do the tr…
Hi Victor,
thank you for the advice. I've applied the NODE FILE and it is just what I was looking for.
Leading on from this I would like to add structural damping. Having looked at the CCX manual I note this can be done using the *DAMPING, STRUCTU…
Sergio,
thank you very much for the advice. I'll have a look at both options, further useful exercises to enable me understand the capabilities and differences to be found in the software.
Thanks again
Bob
Hello, I'm after a bit more advise please. I've been doing a comparison between a shell plate and 3D plate for a problem I'm working on and the results are not similar as I was expecting. I tried to make sure that the constraints and loads are the s…
John,
thank you for the link to other resources and also for solving my problem :-) I'll now know to consider the orientation if I'm using 2D.
Thanks again
Bob