Hello everybody,
I am working on FE Simulation of interface cracks. To this end, I use modified VCCT, CSDEM and other such methods to determine mesh independent strain energy release rate (G) and Mode mixity (ψ). Now I have a fundamental doubt.
Hi,
Please pour in uselful tips & tricks to arrive at convergence in ANSYS workbench static structural. This for Finite Element Analysis in static structural of biomechanical components.
Thank You
Bharath
I set up this model of a shaft with to opposing torque simulating a shaft and pulley system.
The supports and loads are shown here: Ex-3-9-LoadsAndSupports.png
Note that the origin (top left) has the rotation X constrained to eliminate rigid body motion and to set a reference of zero twist at that point.
I requested every result that I can imagine, see the Outline here: Ex-3-9-Outline2.png
The torque is shown here: Ex-3-9-TorsionalMoment.png
I think I found an ERROR in ANSYS Workbench 16.1 and I hope someone can either CONFIRM or show me what I did wrong.
This is very important because I am teaching this material, but I do not have support from ANSYS, so I am asking for your help.
beam_static_structural.jpg : shows a cantilever beam 8 in long under line load -50 lb/in, E=29 msi, cross section 0.75 in wide by 1.5 in tall.
beam_triads.jpg: element triads clearly show cross section coordinates are aligned with global x-y-z coords
Ansys Workbench
I work with both Beam188 elements and
Link180 elements and would like to be joint them together.
Is this even possible, How can I achieve this
Hi
i want to analysis a model in anasys workbench with modal analysis.but i Encountered to problem.Bad mesh generation (as you see in the below figure) happened that i don know how to solve it,could anyone help me ?
Regards,Ali
