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# This is a comment. Put a # in the first column to comment the line. | ||
ENABLE_OPENMP = OFF | ||
ENABLE_PTHREAD = OFF | ||
ENABLE_MPI = ON | ||
ENABLE_AUTODIFF = ON | ||
ENABLE_MPI = OFF | ||
ENABLE_AUTODIFF = OFF |
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Geometry | ||
2 plan | ||
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Mesh | ||
composite0.msh | ||
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Periodicities | ||
4 | ||
MasterRegion = 105 SlaveRegion = 13 PeriodVector = 0.04 0 0 | ||
MasterRegion = 114 SlaveRegion = 125 PeriodVector = 0.04 0 0 | ||
MasterRegion = 115 SlaveRegion = 104 PeriodVector = 0 0.04 0 | ||
MasterRegion = 124 SlaveRegion = 14 PeriodVector = 0 0.04 0 | ||
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Material #1 # matrix | ||
Model = Plastold | ||
gravity = 0 # gravity | ||
rho_s = 0 # mass density of the dry material | ||
sig0_11 = 0 # initial stress 11 | ||
sig0_22 = 0 # initial stress 22 | ||
sig0_33 = 0 # initial stress 33 | ||
young = 2713e6 # Young's modulus | ||
poisson = 0.339 # Poisson's ratio | ||
cohesion = 1.5e+06 | ||
friction = 25 | ||
dilatancy = 25 | ||
macro-gradient_12 = 1.e-3 | ||
macro-gradient_21 = 1.e-3 | ||
macro-gradient_22 = 1.e-3 | ||
macro-fctindex_12 = 1 | ||
macro-fctindex_21 = 1 | ||
macro-fctindex_22 = 2 | ||
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Material #2 # inclusion | ||
Model = Elast | ||
gravity = 0 # gravity | ||
rho_s = 0 # mass density of the dry material | ||
sig0_11 = 0 # initial stress 11 | ||
sig0_22 = 0 # initial stress 22 | ||
sig0_33 = 0 # initial stress 33 | ||
young = 5000.e6 # Young's modulus | ||
poisson = 0.49 # Poisson's ratio | ||
macro-gradient_12 = 1.e-3 | ||
macro-gradient_21 = 1.e-3 | ||
macro-gradient_22 = 1.e-3 | ||
macro-fctindex_12 = 1 | ||
macro-fctindex_21 = 1 | ||
macro-fctindex_22 = 2 | ||
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Fields | ||
0 | ||
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Initialization | ||
16 | ||
Region = 100 Unknown = u_1 Field = 0 | ||
Region = 101 Unknown = u_1 Field = 0 | ||
Region = 102 Unknown = u_1 Field = 0 | ||
Region = 108 Unknown = u_1 Field = 0 | ||
Region = 112 Unknown = u_1 Field = 0 | ||
Region = 118 Unknown = u_1 Field = 0 | ||
Region = 122 Unknown = u_1 Field = 0 | ||
Region = 128 Unknown = u_1 Field = 0 | ||
Region = 100 Unknown = u_2 Field = 0 | ||
Region = 101 Unknown = u_2 Field = 0 | ||
Region = 102 Unknown = u_2 Field = 0 | ||
Region = 108 Unknown = u_2 Field = 0 | ||
Region = 112 Unknown = u_2 Field = 0 | ||
Region = 118 Unknown = u_2 Field = 0 | ||
Region = 122 Unknown = u_2 Field = 0 | ||
Region = 128 Unknown = u_2 Field = 0 | ||
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Functions | ||
9 | ||
N = 4 F(0) = 0 F(3) = 3 F(5) = 3 F(7) = 5 | ||
N = 4 F(0) = 0 F(3) = 0 F(5) = 2 F(7) = 2 | ||
N = 2 F(0) = 0 F(3) = 0 | ||
N = 2 F(0) = 0 F(3) = 0 | ||
N = 2 F(0) = 0 F(3) = 0 | ||
N = 2 F(0) = 0 F(3) = 0 | ||
N = 2 F(0) = 0 F(3) = 0 | ||
N = 2 F(0) = 0 F(3) = 0 | ||
N = 2 F(0) = 0 F(3) = 0 | ||
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Boundary Conditions | ||
2 | ||
Region = 1 Unknown = u_1 Field = 0 Function = 0 | ||
Region = 1 Unknown = u_2 Field = 0 Function = 0 | ||
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Loads | ||
0 | ||
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Points | ||
0 | ||
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Dates | ||
6 | ||
0 1 2 3 4 5 6 7 | ||
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Objective Variations | ||
u_1 = 1.e-4 | ||
u_2 = 1.e-4 | ||
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Iterative Process | ||
Iterations = 20 | ||
Tolerance = 1.e-4 | ||
Repetition = 0 | ||
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Time Steps | ||
Dtini = 1.e-2 | ||
Dtmax = 10 |
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