My 3D simulation is really complex but the problem I'm facing now could be solved if I could resolve this simple problem first: (Working with classical ANSYS)
Imagine a beam element conecting 2 nodes.
1*------------*2
I create a local cylindrical co-ord system at node 1. Which is...
Another problem related to the previous one.
Using ANSYS cylindrical coordinate system R,θ,Z doesn't allow you to introduce a Load of θ for more than 90º
Anyone have done it? I'm working in a nonlinear Large displacement analisys.
Well, let's see.
I defined a cylindrical local coordite system. Then I rotated the nodes to that coordinate system.
Now what I want is to define a displacement on the tangential direction without fixing the radius.
The problem is that ansys says that a cylindrical coordinate system is that...
