Ruud Borger
COMSOL Employee
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Posted:
1 decade ago
11.11.2010, 11:48 GMT-5
Dear Fan,
What version of Comsol are you using? You can check this by clicking Help => About Comsol Multiphysics.
In v4.0 and newer, you can integrate over lines/boundaries via Model Couplings (in the Definitions node) or via Derived Values (in the Results node). This is also possible in Comsol v3.5a.
As for integrating x from 0 up to any x0, I believe you can use Probes (v4.0 and newer) for that, but I recommend you contact support@comsol.com for that. Please include your license number, which you can find the same way you can find your Comsol version number.
Good luck.
Dear Fan,
What version of Comsol are you using? You can check this by clicking Help => About Comsol Multiphysics.
In v4.0 and newer, you can integrate over lines/boundaries via Model Couplings (in the Definitions node) or via Derived Values (in the Results node). This is also possible in Comsol v3.5a.
As for integrating x from 0 up to any x0, I believe you can use Probes (v4.0 and newer) for that, but I recommend you contact support@comsol.com for that. Please include your license number, which you can find the same way you can find your Comsol version number.
Good luck.
Ivar KJELBERG
COMSOL Multiphysics(r) fan, retired, former "Senior Expert" at CSEM SA (CH)
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Posted:
1 decade ago
11.11.2010, 14:02 GMT-5
Hi
I wanted to add that in V4 integrations in the Definition nodes allows to select the reference frame to work on, while the integration in the results are by default limited to the one of the results data set, this is logical, but sometimes forgotten and strange result might appear particularly in structural, as now the spatial frame is driven by default by the displacements
Nothing, wrong, this is just a reminder ;)
--
Good luck
Ivar
Hi
I wanted to add that in V4 integrations in the Definition nodes allows to select the reference frame to work on, while the integration in the results are by default limited to the one of the results data set, this is logical, but sometimes forgotten and strange result might appear particularly in structural, as now the spatial frame is driven by default by the displacements
Nothing, wrong, this is just a reminder ;)
--
Good luck
Ivar
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Posted:
1 decade ago
11.11.2010, 14:21 GMT-5
Hi Ruud,
Thanks a lot for the suggestion. I have both 3.5a and 4.0a. But I am using 3.5a for my current work. I checked integration coupling variables in 3.5a, and found I can only do boundary integration. There is no ''line'' integration choice for me. Since what I wanna do is integration from x=0 to arbitrary position x in a fixed line, rather than any boundary, how could I realize this?
Could you give me a little bit more hints on how to use Derived Values in 3.5a version?
Thanks again.
Fan
Hi Ruud,
Thanks a lot for the suggestion. I have both 3.5a and 4.0a. But I am using 3.5a for my current work. I checked integration coupling variables in 3.5a, and found I can only do boundary integration. There is no ''line'' integration choice for me. Since what I wanna do is integration from x=0 to arbitrary position x in a fixed line, rather than any boundary, how could I realize this?
Could you give me a little bit more hints on how to use Derived Values in 3.5a version?
Thanks again.
Fan
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Posted:
1 decade ago
11.11.2010, 14:41 GMT-5
Hi Lvar,
Thanks a lot for the reminding. I am currently using V3.5a, so how does integration in "integration coupling variables" and "postprocessing" differ? Since I am doing time-dependent and have to call the integral from the last time step in the next time step, which one do you suggest?
Thanks,
Fan
Hi Lvar,
Thanks a lot for the reminding. I am currently using V3.5a, so how does integration in "integration coupling variables" and "postprocessing" differ? Since I am doing time-dependent and have to call the integral from the last time step in the next time step, which one do you suggest?
Thanks,
Fan
Ivar KJELBERG
COMSOL Multiphysics(r) fan, retired, former "Senior Expert" at CSEM SA (CH)
Please login with a confirmed email address before reporting spam
Posted:
1 decade ago
11.11.2010, 15:20 GMT-5
Hi
3.5 is somewhat limited (compared to v4) so I'm afraid you need to use matlab to get to the time stepping details.
For postprocessing you have the at() operator and a few others, see the doc
--
Good luck
Ivar
Hi
3.5 is somewhat limited (compared to v4) so I'm afraid you need to use matlab to get to the time stepping details.
For postprocessing you have the at() operator and a few others, see the doc
--
Good luck
Ivar
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Posted:
1 decade ago
11.11.2010, 15:30 GMT-5
Hi Lvar,
I see. I may switch to V4.0 then. I have another quick question about boundary/line integration for V4.0. For boundary integration in Definition nodes or line integration in Results nodes in GUI, I can only integrate over the boundary rather than any line within a domain, right? So for arbitrary line integration within a domain, I can only couple with Matlab?
Thanks,
Fan
Hi Lvar,
I see. I may switch to V4.0 then. I have another quick question about boundary/line integration for V4.0. For boundary integration in Definition nodes or line integration in Results nodes in GUI, I can only integrate over the boundary rather than any line within a domain, right? So for arbitrary line integration within a domain, I can only couple with Matlab?
Thanks,
Fan
Ivar KJELBERG
COMSOL Multiphysics(r) fan, retired, former "Senior Expert" at CSEM SA (CH)
Please login with a confirmed email address before reporting spam
Posted:
1 decade ago
12.11.2010, 01:28 GMT-5
Hi
in V4 you have more options: on the Data Set you can make a new processed data set defined as a cut plqane or line or... on these data sets you can then apply a postprocessing integration.
If you need your results for the solution then you need to define your operators in the Definition node, either with projection coupling variables, or by splitting your geoemtry to have an internal border where you want to integrate
--
Good luck
Ivar
Hi
in V4 you have more options: on the Data Set you can make a new processed data set defined as a cut plqane or line or... on these data sets you can then apply a postprocessing integration.
If you need your results for the solution then you need to define your operators in the Definition node, either with projection coupling variables, or by splitting your geoemtry to have an internal border where you want to integrate
--
Good luck
Ivar