cng387
Mechanical
- Feb 25, 2016
- 3
Hello everyone,
I am a little confused about the force components in the CONNECTOR element definition. I hope to ‘tie’ two nodes and define a failure criterion for this connection. The failure criterion is that as long as the shear force between the two nodes exceeds a threshold value, the connection between the two nodes is lost. In CAE, I find that I can only set failure criteria to either U2 or U3. But I cannot define a failure criteria to ‘U2^2+U3^2’. So, does anyone know how to set a failure criterion for a combined force magnitude?
PS: For the word ‘shear force’, I mean the projection of the nodal force vector on the plane that is perpendicular to the connector element. Like a planar joint.
I am a little confused about the force components in the CONNECTOR element definition. I hope to ‘tie’ two nodes and define a failure criterion for this connection. The failure criterion is that as long as the shear force between the two nodes exceeds a threshold value, the connection between the two nodes is lost. In CAE, I find that I can only set failure criteria to either U2 or U3. But I cannot define a failure criteria to ‘U2^2+U3^2’. So, does anyone know how to set a failure criterion for a combined force magnitude?
PS: For the word ‘shear force’, I mean the projection of the nodal force vector on the plane that is perpendicular to the connector element. Like a planar joint.