Henrik Sönnerlind
COMSOL Employee
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Posted:
6 years ago
16 nov. 2018, 07:05 UTC−5
Updated:
6 years ago
16 nov. 2018, 07:05 UTC−5
Hi Daniel,
You need to use the same technique as is used for the reinforcment bars in
https://www.comsol.com/model/concrete-beam-with-reinforcement-bars-10440
(The example is also available in Application Libraries for the Geomechanics module.)
There is no geometrical object in the solid block to which you can couple the beams using a multiphysics coupling (which does not contain an option for edge-to-edge connection anyway, even if you were to build your geometry differently).
What do you mean more in detail by "make the connection between the solid and the shell smooth"?
Regards,
Henrik
-------------------
Henrik Sönnerlind
COMSOL
Hi Daniel,
You need to use the same technique as is used for the reinforcment bars in
(The example is also available in Application Libraries for the Geomechanics module.)
There is no geometrical object in the solid block to which you can couple the beams using a multiphysics coupling (which does not contain an option for edge-to-edge connection anyway, even if you were to build your geometry differently).
What do you mean more in detail by "make the connection between the solid and the shell smooth"?
Regards,
Henrik
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Posted:
6 years ago
16 nov. 2018, 07:19 UTC−5
Hi Henrik,
Thank you for your reply.
My model is actually a modification of the Concrete Beam With Reinforcement Bars file. I will look at it again, but it sounds like I might need a different approach.
If the pipe is smooth, it allows the soil to ‘‘slide” against the pipe. As far as I understand, my model is based on full compatibility between the pipe(the shell) and the soil(the solid) and does not capture this behavior.
Best regards,
Daniel
Hi Henrik,
Thank you for your reply.
My model is actually a modification of the Concrete Beam With Reinforcement Bars file. I will look at it again, but it sounds like I might need a different approach.
If the pipe is smooth, it allows the soil to ‘‘slide” against the pipe. As far as I understand, my model is based on full compatibility between the pipe(the shell) and the soil(the solid) and does not capture this behavior.
Best regards,
Daniel
Henrik Sönnerlind
COMSOL Employee
Please login with a confirmed email address before reporting spam
Posted:
6 years ago
16 nov. 2018, 10:37 UTC−5
Hi Daniel,
You can choose to connect only the transversal displacements, and not the axial displacement. In the context of the Concrete Beam With Reinforcement Bars, that would mean deselecting the x-translation degree of freedom constraint (which of course would make that model meaningless, since it is the only importance coupling).
Regards,
Henrik
-------------------
Henrik Sönnerlind
COMSOL
Hi Daniel,
You can choose to connect only the transversal displacements, and not the axial displacement. In the context of the Concrete Beam With Reinforcement Bars, that would mean deselecting the x-translation degree of freedom constraint (which of course would make that model meaningless, since it is the only importance coupling).
Regards,
Henrik