Dear rafaelcacho
Have you tried naming those. Using named selection you can specify the parameters whose dimensions you want to change.
If I didn't answer your question, that's probably because I didn't understand your question. Thanks
Regards
Joseph George (Student)
M.E Machine Design...
Dear all
I am getting a warning in workbench image of which attached along with this thread. I need to include several moments at same points. So I declared several remote points at the same co-ordinates and associated those moments at those remote points.( Workbench ignores multiples forces or...
I am performing a transient analysis on a frame which holds enormous forces and moments. The forces are impulsive and exist for even less than a second.
I have created the force time relation and the graph is pretty smooth, what I mean to say through that is the number of steps involved is too...
Dear Varnis9
I think the kind of loading is upto you. You have to identify the kind of load that is applied and provide it accordingly. Also in real world a stepped load doesnt seem to make any sense so, make it clear what kind of loading actually it is. Also is it time dependent ( transient )...
Dear BlasMolero
Thank you for your valueable reply.
I decided to resolve all the forces onto the CG as forces and moments and apply the loads instead of transmitting through Rigid elements.
Regards
Josf1988
I dont know but this might help you.
http://www.padtinc.com/blog/the-focus/overcoming-convergence-difficulties-in-ansys-workbench-mechanical-part-i-using-newton-raphson-residual-information
Regards
thread727-341008
I am performing transient analysis on a frame like structure which supports immense amount of force, but these forces are acting some where around the frame in space, so I need to connect these force to the frame through rigid elements and transmit them through rigid elements...
