Champkkc
Mechanical
- Dec 11, 2010
- 4
Hello Everyone,
I am trying to work out an example illustrating importance of frame indifference in constitutive modeling. To do that, I have a created a rectangular plate under uniaxial tension in the global coordinate system. Now I need to rotate this initial configuration by some angle theta. I am trying to figure it out but I am unsuccessful so far.
I have looked at NROTAT, AROTAT and VROTAT commands but I am not sure if they are the ones to use.
I would appreciate any suggestion in this regard
Thanks
I am trying to work out an example illustrating importance of frame indifference in constitutive modeling. To do that, I have a created a rectangular plate under uniaxial tension in the global coordinate system. Now I need to rotate this initial configuration by some angle theta. I am trying to figure it out but I am unsuccessful so far.
I have looked at NROTAT, AROTAT and VROTAT commands but I am not sure if they are the ones to use.
I would appreciate any suggestion in this regard
Thanks