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Failed to compute elasto-plastic variables
Posted 9 déc. 2010, 12:12 UTC−5 Materials, Structural Mechanics Version 3.5a, Version 4.1 4 Replies
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Hello,
I'm trying to solve an Structural Mechanics problem in 3D:
In fact, it's a concrete block that will be loaded in compression. I have introduced a Drucker Prager model defined by the equation:
F = alpha*Tr_s+sigma_eqv-K;
where,
alpha = (fc-ft)/(fc+ft)
Tr_s = sx_smsld+sy_smsld+sz_smsld
sigma_eqv = sqrt(0.5*(sx^2+sy^2+sz^2)+sxy_smsld^2), et
k = 2*(fc*ft)/(fc+ft)
I have introduced the subdomain expressions fc and ft and defined the function "Disp" (displacement) as follows:
0 0
0.5 0.0005
0 0.001
to define an prescribed displacement of 1 mm.
I'm trying to solve this problem as a time-dependent function but the solution doesn't converge. I have always the Error message:
Error: 8030
Subdomain plot failed.
Failed to compute elasto-plastic variables, try instead the Gauss-point variables.
I'm working in the 35a version of COMSOL and I would like to solve this problem before passing to the most recent version of COMSOL.
If someone has had a similar problem before or know the answer for this kind of problem I would really appreciate her/his help.
Thanks in advance,
Angel
I'm trying to solve an Structural Mechanics problem in 3D:
In fact, it's a concrete block that will be loaded in compression. I have introduced a Drucker Prager model defined by the equation:
F = alpha*Tr_s+sigma_eqv-K;
where,
alpha = (fc-ft)/(fc+ft)
Tr_s = sx_smsld+sy_smsld+sz_smsld
sigma_eqv = sqrt(0.5*(sx^2+sy^2+sz^2)+sxy_smsld^2), et
k = 2*(fc*ft)/(fc+ft)
I have introduced the subdomain expressions fc and ft and defined the function "Disp" (displacement) as follows:
0 0
0.5 0.0005
0 0.001
to define an prescribed displacement of 1 mm.
I'm trying to solve this problem as a time-dependent function but the solution doesn't converge. I have always the Error message:
Error: 8030
Subdomain plot failed.
Failed to compute elasto-plastic variables, try instead the Gauss-point variables.
I'm working in the 35a version of COMSOL and I would like to solve this problem before passing to the most recent version of COMSOL.
If someone has had a similar problem before or know the answer for this kind of problem I would really appreciate her/his help.
Thanks in advance,
Angel
4 Replies Last Post 30 juin 2011, 06:49 UTC−4