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Postprocessing in cyclindrical coordinates
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February 6, 2013 8:50pm UTC
Postprocessing in cyclindrical coordinates
I am doing a plane strain analysis of a pipe with a crack in it.
I would like to get the stress components in the cyclindridcal coordinate system (radial, hoop stress) rather than in the cartesian coordinate system (x & y stress components).
There seems to be do obvcious way of doing this.
Is there anyone who can suggest something?
Thanks,
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Arthur Rupel
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February 7, 2013 9:08am UTC in response to Art
Re: Postprocessing in cyclindrical coordinates
Hi,
This is the way to do it:
1. Add a cylindrical coordinate system with suitable axis directions under Definitions.
2. Select that system in the Linear Elastic feature.
3. Solve
4. Plot local stress tensor components ("Stress tensor, local coordinate system")
Regards,
Henrik
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February 21, 2013 7:49pm UTC in response to Henrik Sönnerlind
Re: Postprocessing in cyclindrical coordinates
I am using plastic deformation-isotropic hardening-von mises stress, tangent modulus.--
There is no problem in defining the cyc coord in definitions. However I cannot find anyway of stating this with the material properties that I am using. This is not a linear elastic material.
Thanks
Arthur Rupel
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February 21, 2013 10:05pm UTC in response to Art
Re: Postprocessing in cyclindrical coordinates
Hi,
You still have a Linear Elastic node (where you set Young's Modulus etc.) to which Plasticity is a sub-node in the model tree. In Linear Elastic there is a coordinate system setting even if the plasticity is isotropic.
Regards,
Henrik
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March 5, 2013 9:57pm UTC in response to Henrik Sönnerlind
Re: Postprocessing in cyclindrical coordinates
I defined the cyclindrical coordinate system in definitions.
In the linear elastic option, the only coordinate system allowed in the global. There does not seem to be a way of changing this.
When I try to plot r, theta stresses in the cyclindrical system, all I get are the x & y stresses-even in the changed local system.
There has to be a way for results to see that I want cyclindrical stresses, but I cannot find it.
Thanks,
--
Arthur Rupel
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March 6, 2013 6:28am UTC in response to Art
Re: Postprocessing in cyclindrical coordinates
Hi
When you define user coordinate systems, COMSOL defines the transformation matrix, and its inverse, so you can use these also directly (see the doc) COMSOL remains in the Cartesian x,y,z coordinate system, so you need to apply these transforms manually to the Results section, f you need to map back
--
Good luck
Ivar
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March 6, 2013 12:21pm UTC in response to Art
Re: Postprocessing in cyclindrical coordinates
I defined the cyclindrical coordinate system in definitions.
In the linear elastic option, the only coordinate system allowed in the global. There does not seem to be a way of changing this.
The reason is that only coordinate systems which belong to the material frame can be selected for the material definition. So if you change the setting in the coordinate system from Spatial to Material, then it will show up.
Regards,
Henrik
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March 6, 2013 3:49pm UTC in response to Henrik Sönnerlind
Re: Postprocessing in cyclindrical coordinates
Thanks! It worked.
This may be something other people should note.
--
Arthur Rupel
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