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R12270/wall.dat
5fc0a4afc319master

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wall.dat
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model solid_mechanics_model_cohesive [
material elastic [
# steel
name = clamp_top
rho = 8000 # density
E = 2e11 # young's modulus
nu = 0.3 # poisson's ratio
finite_deformation = true
]
material elastic [
# steel
name = clamp_bottom
rho = 8000 # density
E = 2e11 # young's modulus
nu = 0.3 # poisson's ratio
finite_deformation = true
]
material elastic [
name = stones
rho = 1994 # density
E = 16.7e9 # young's modulus
nu = 0.15 # poisson's ratio
finite_deformation = true
]
material elastic [
name = mortar
rho = 1800 # density
E = 5.500e9 # young's modulus
nu = 0.15 # poisson's ratio
finite_deformation = true
]
material cohesive_linear [
name = stone_stone
beta = 1
G_c = 1.0e10
kappa = 1.0e10 / 0.35e10
sigma_c = 1.0e10
penalty = 0
contact_after_breaking = false
]
material cohesive_linear [
name = mortar_mortar
beta = 3.
G_c = 21.49*3
kappa = 10.
sigma_c = 0.35e6*3
penalty = 0
contact_after_breaking = false
]
material cohesive_linear [
name = stone_mortar
beta = 3.
G_c = 21.49
kappa = 10.
sigma_c = 0.4e6
penalty = 0
contact_after_breaking = false
]
material cohesive_linear [
# defined to avoid a segfault
name = clamp_clamp
beta = 3.
G_c = 1e9
kappa = 1.
sigma_c = 1e9
penalty = 0
contact_after_breaking = false
]
cohesive_inserter [
cohesive_zones = [ stones, mortar ]
]
]
model contact_mechanics_model [
contact_resolution penalty_linear [
name = contact
mu = 0.0
epsilon_n = 1e13
epsilon_t = 0
is_master_deformable = false
]
]
contact_detector [
type = explicit
max_iterations = 100
projection_tolerance = 1e-10
extension_tolerance = 1e-3
master = contact
slave = contact
]
user data [
wall_sizes = [1, 1, 0.2]
clamp_sizes = [0.05, 0.05, 0.05]
settle_steps = 0
max_steps = 100000000
displacement_increment = 1e-7
damping_interval = 1000
damping_ratio = 0.999
dumping_interval = 10000
mesh = wall_small.msh
]
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