Torsion problem with ASTER
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15 years 10 months ago #3149
by Boloni
Replied by Boloni on topic Re:Torsion problem with ASTER
You're right, if I import the .unv the groups are visible. I get to work then.
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15 years 10 months ago #3158
by Boloni
Replied by Boloni on topic Re:Torsion problem with ASTER
Thanks Claus, I managed to apply a torsion moment. I considered a plate and created a node and relying it as saw in your example with edges to the plate. The group of edges was declared as DIS_T and then
defined the 6 DoF, in K_TR_D_L.
Now, the problem is that I wish to use this mesh for an electromagnetic calculation, but the code that I use for that, only
accepts 3D elements.
Could you advise me somehow to manage to apply a torsion moment using 3D elements ?
I thought to create a node, in the same manner as in the working example and to rely it with a big element to the plate. I'll give it a try and see what it gives.
Thanks again !
PS: The image of the deformed plate is in attachement.<br /><br />Post edited by: Boloni, at: 2009/06/29 19:06
defined the 6 DoF, in K_TR_D_L.
Now, the problem is that I wish to use this mesh for an electromagnetic calculation, but the code that I use for that, only
accepts 3D elements.
Could you advise me somehow to manage to apply a torsion moment using 3D elements ?
I thought to create a node, in the same manner as in the working example and to rely it with a big element to the plate. I'll give it a try and see what it gives.
Thanks again !
PS: The image of the deformed plate is in attachement.<br /><br />Post edited by: Boloni, at: 2009/06/29 19:06
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15 years 10 months ago #3185
by Claus
Code_Aster release : STA11.4 on OpenSUSE 12.3 64 bits - EDF/Intel version
Replied by Claus on topic Re:Torsion problem with ASTER
Glad you got it working
As for using a pure 3D model the principal is exactly the same - a node group on the structure connected to a single node that has moment applied to it.

Code_Aster release : STA11.4 on OpenSUSE 12.3 64 bits - EDF/Intel version
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15 years 10 months ago #3226
by Boloni
Replied by Boloni on topic Re:Torsion problem with ASTER
For the moment I still use the rigid elements and a node where to apply the torsion moment.
I have an extra question, on how to recover the rotation angle with ASTER. A first survey of the documentation led me to the "nom_champ: THETA", but it seems it is related to the sensibility calculation.
So, how is it possible to get the angle on a node ? Is it DZ (if my moment is applied around z-axis) of the field DEPL ?
Thanks again for your precious answers.
I have an extra question, on how to recover the rotation angle with ASTER. A first survey of the documentation led me to the "nom_champ: THETA", but it seems it is related to the sensibility calculation.
So, how is it possible to get the angle on a node ? Is it DZ (if my moment is applied around z-axis) of the field DEPL ?
Thanks again for your precious answers.
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15 years 10 months ago #3229
by lauetcel
Replied by lauetcel on topic Re:Torsion problem with ASTER
If I 'm not wrong, element type DIS_T only has 3 DOF (DX,DY,DZ).
In your case I would use element type DIS_TR that has 6 DOF then rotation around Z should be DRZ in field DEPL
Lauetcel<br /><br />Post edited by: lauetcel, at: 2009/07/10 15:13
In your case I would use element type DIS_TR that has 6 DOF then rotation around Z should be DRZ in field DEPL
Lauetcel<br /><br />Post edited by: lauetcel, at: 2009/07/10 15:13
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