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Subject: Re: STRUCT Limit in pressure for convergence
Author: =?ISO-8859-1?Q?Cl=E9ment_Hardy?=
Date: 2008-04-07 16:55:13

Thanks for your interest.

What do you mean by buckling?
When I apply loads over the model, the structure is buckling, yes. But
if I apply too strong loads, the calculation does not converge anymore.
For example, I have a square of 3.10^6 x 3.10^6 m with:
Young's modulus = 60.10^9 Pa
Poisson = 0.27
Cohesion = 1.10^6 Pa
Friction angle = 30
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