Hello..
I am modelling a soild 185 element with 4 shell lay ups under a simple tension test along the X-direction.
The results of the stresses I obtain in the X direction from the post1 and post26 post processors are different. Can somebody clarify the reason this is so??
Thanks
hello everyone,
I have a question regarding if we can define the material properties of an orthotropic material of a composite on a ply level in its local co-ordinate system. Say I have E1,E2 in the local co-ordinate system of the ply, and I define a composite lay up in ANSYS of 10 layers.I...