Hello,
there was the options in sol 601:
- convert dependency to true stress,
- allow emelment rupture.
Is there something similar in sol 401 402? Do i need this options?
In my job i want to calculate how much force i need to bend a rod (look at attachment). I do it with sol 402. I use...
Hi
I have a problem:
I made beam model. ( i use only a beam elements)
I would made a rigid element between elements on beams.
In rigid options i check only TY.
I used sol 401.
Results:
It looks like it is "Full" rigid (TX TY TZ RX RY RZ).
If I uncheck everything it still work like "full" rigid :(
Hi Everyone!
I have question:
Whitch analises works with the Beam/Plate/Solid elements with the nonlinear material (bilinear material)???
I made tests and i see it looks like in tabele below:
Sol 106 + bilinear material + beam ----- it doesn't work
Sol 106 +...
Hi
i can make move x,y,z direction in rectangular cordinate system. But how to make 1/4 circle move? I try change cordinate system to cylindrical/spherical but it works like in recatangular.
Hi
I made model with contact. When i'm starting analize then appear message: all faces must have the same ID.
I must make lot of conection regions.
My model is made from 2 solids.
First one: plate
Second one: pillars
force is connected to plate is based on pillars
something like...
Hi,
Abstract:
I have problem with analize with beam elements and plate elements model.
I have used model with spring dof element and rigid element.
I have used nonlinear static analize.
Problem:
i can't find Plate top vonmises stress in "post procesing data"
Thanks
wojtekmath
