Henrik Sönnerlind
COMSOL Employee
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Posted:
3 years ago
29 giu 2022, 08:05 GMT-4
You need to use the same parameter (and parameter range) for the auxiliary sweep in both the global model and the submodel.
When you, for the submodel study, set data in the Variables not solved for section, it is important to use Automatic (all solutions) in order to map the results for the corresponding parameter values.
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Henrik Sönnerlind
COMSOL
You need to use the same parameter (and parameter range) for the auxiliary sweep in both the global model and the submodel.
When you, for the submodel study, set data in the *Variables not solved for* section, it is important to use *Automatic (all solutions)* in order to map the results for the corresponding parameter values.
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Posted:
3 years ago
29 giu 2022, 08:21 GMT-4
Ok , Thank you very much I will try and inform you.
Ok , Thank you very much I will try and inform you.
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Posted:
3 years ago
29 giu 2022, 08:54 GMT-4
For the global model I given prescribed displacement to the rectangle end as
ux= -(dtri1(para)), uy=0 ; where d=0.5mm( max displacement)
and para is used in axuliary sweep with range(0,0.1,1). tri 1 is a displacement function (for loading and then unloading)
after general extrusion for the submodelling I used prescribed displacement as
ux=(comp1.genext1(comp1.u))tri2(para)
uy=(comp1.genext1(comp1.v))*tri2(para)
with same range of para and tri function.
and setting as you said.
I still getting errors--
Failed to find a solution for all parameters,
even when using the minimum parameter step.
Iteration for finding elasto-plastic strain variables did not converge.
Geometry: geom2, Domain: 1
Failed to evaluate variable.
Variable: comp2.solid2.Fiil11, Defined as:
Am I following you or there is something else you want to say.
Thanks for your valuable suggestions.
For the global model I given prescribed displacement to the rectangle end as
ux= -(d*tri1(para)), uy=0 ; where d=0.5mm( max displacement)
and para is used in axuliary sweep with range(0,0.1,1). tri 1 is a displacement function (for loading and then unloading)
after general extrusion for the submodelling I used prescribed displacement as
ux=(comp1.genext1(comp1.u))*tri2(para)
uy=(comp1.genext1(comp1.v))*tri2(para)
with same range of para and tri function.
and setting as you said.
I still getting errors--
Failed to find a solution for all parameters,
even when using the minimum parameter step.
Iteration for finding elasto-plastic strain variables did not converge.
Geometry: geom2, Domain: 1
Failed to evaluate variable.
Variable: comp2.solid2.Fiil11, Defined as:
Am I following you or there is something else you want to say.
Thanks for your valuable suggestions.
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Posted:
3 years ago
30 giu 2022, 05:53 GMT-4
Updated:
3 years ago
30 giu 2022, 09:16 GMT-4
I am still facing errors-
For the global model I given prescribed displacement to the rectangle end as
ux= -(d*tri1(para)),
uy=0 ;
where d=0.5mm ( max displacement) and para is used in axuliary sweep with range 0,0.1,1). tri1 is a displacement function (for loading and then unloading) and in submodel after general extrusion , I used prescribed displacement as
ux=(comp1.genext1(comp1.u))*tri2(para)
uy=(comp1.genext1(comp1.v))*tri2(para)
with same range of para and tri function. and setting as you said. I still getting errors--
Failed to find a solution for all parameters, even when using the minimum parameter step. Iteration for finding elasto-plastic strain variables did not converge.
Geometry: geom2, Domain: 1 Failed to evaluate variable. Variable: comp2.solid2.Fiil11, Defined as:
Am I following you or there is something else you want to say?
Thanks for your valuable suggestions.
I am still facing errors-
For the global model I given prescribed displacement to the rectangle end as
ux= -(d*tri1(para)),
uy=0 ;
where d=0.5mm ( max displacement) and para is used in axuliary sweep with range 0,0.1,1). tri1 is a displacement function (for loading and then unloading) and in submodel after general extrusion , I used prescribed displacement as
ux=(comp1.genext1(comp1.u))*tri2(para)
uy=(comp1.genext1(comp1.v))*tri2(para)
with same range of para and tri function. and setting as you said. I still getting errors--
Failed to find a solution for all parameters, even when using the minimum parameter step. Iteration for finding elasto-plastic strain variables did not converge.
Geometry: geom2, Domain: 1 Failed to evaluate variable. Variable: comp2.solid2.Fiil11, Defined as:
Am I following you or there is something else you want to say?
Thanks for your valuable suggestions.
Jeff Hiller
COMSOL Employee
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Posted:
3 years ago
30 giu 2022, 08:48 GMT-4
Hello Shyam,
While COMSOL employees may participate in the Discussion Forum, users of licenses eligible for support under their institution's license agreement should submit their questions via the Support Center for a response from the Technical Support team.
Best regards,
Jeff
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Jeff Hiller
Hello Shyam,
While COMSOL employees may participate in the Discussion Forum, users of licenses eligible for support under their institution's license agreement should submit their questions via the Support Center for a response from the Technical Support team.
Best regards,
Jeff
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Posted:
3 years ago
30 giu 2022, 09:22 GMT-4
Ok, Thanks Jeff
I already done it, they sent me some links to understand the submodelling in COMSOL, I am working on that.
Thanks.
Ok, Thanks Jeff
I already done it, they sent me some links to understand the submodelling in COMSOL, I am working on that.
Thanks.