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Subject: Re: STRUCT Limit in pressure for convergence
Author: =?ISO-8859-1?Q?Cl=E9ment_Hardy?=
Date: 2008-04-08 16:04:34

You exactly recreate my model and exactly get the same error than mine.
Though I still do not understand where the problem is. The pressure
limit is around 3.7E6 Pa. My tests in 3D with SOLID65 are not conclusive
as I have similar problems with more pressure than 5E6 Pa, the problem
is then elsewhere.
You tell that I must add additional constraints to my model to get
convergence. But if I prevent all the sides to move, then the model
won't deform at all. May I apply some "structural" constraints rather
than "geometrical" constraints?

Thanks a lot for your help.

--
Cl

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92697STRUCT Limit in pressure for convergence=?ISO-8859-1?Q?Cl=E9ment_Hardy?= 2008/04/05 
92704Re: STRUCT Limit in pressure for convergenceAadith Om2008/04/06 
92716RES: {SPAM} STRUCT Limit in pressure for convergenceAndre Beim2008/04/07 
92717Re: STRUCT Limit in pressure for convergenceDan Bohlen2008/04/07 
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92733Re: STRUCT Limit in pressure for convergence=?ISO-8859-1?Q?Cl=E9ment_Hardy?= 2008/04/08 
92737Re: STRUCT Limit in pressure for convergenceDan Bohlen2008/04/08 
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92740Re: STRUCT Limit in pressure for convergence=?ISO-8859-1?Q?Cl=E9ment_Hardy?= 2008/04/08 
92741Re: STRUCT Limit in pressure for convergenceDan Bohlen2008/04/08 
92742Re: STRUCT Limit in pressure for convergenceTom Wall2008/04/08 
92744Re: STRUCT Limit in pressure for convergence=?ISO-8859-1?Q?Cl=E9ment_Hardy?= 2008/04/08 
92745Re: STRUCT Limit in pressure for convergenceChristopher Wright2008/04/08 
92746Re: STRUCT Limit in pressure for convergenceTom Wall2008/04/08 
92749Re: STRUCT Limit in pressure for convergence=?ISO-8859-1?Q?Cl=E9ment_Hardy?= 2008/04/09 
92751Re: STRUCT Limit in pressure for convergenceMichael Leventis2008/04/09 
92754Re: STRUCT Limit in pressure for convergence=?ISO-8859-1?Q?Cl=E9ment_Hardy?= 2008/04/09 
92755Re: STRUCT Limit in pressure for convergenceIan Prentice2008/04/09