//CutMeshPlane 0 1 0 0.00
MeshFile carre.msh

Domain  9 2 IsotropicElastic Data E Scalar 1.E+3 nu Scalar 0. EndData
Domain 10 2 IsotropicElastic Data E Scalar 1.E+3 nu Scalar 0. EndData
Domain 10 1 BitriangularDamageInterface
Data
Gic Scalar 1.E-2 k0 Scalar 1. Y0t Scalar 0.5E-2
DomainInt Integer 0 DomainExt Integer 1
EndData

//BoundaryCondition Edge 9 Force Constant Vector [0.,1.E-2,0.]
BoundaryCondition Edge 9 Displacement 0 Constant Scalar 0
BoundaryCondition Edge 9 Displacement 1 Constant Scalar 38
BoundaryCondition Edge 7 Displacement 0 Constant Scalar 0
BoundaryCondition Edge 7 Displacement 1 Constant Scalar 0

ScaleElastic Scalar 1.
//BoundaryCondition//Lagrange//Edge//10//Displacement//0//Constant//Scalar//0.
//BoundaryCondition//Lagrange//Edge//10//Displacement//1//Constant//Scalar//0.

//_Newton_Method
keep_initial_stiffness Integer 0
final_time Scalar 1.
nb_step Integer 4
max_iter Integer 10
control Integer 1
tolerance Scalar 1.E-8

//load_steps Vector [0,0.01,0.33,0.66,1.]
//load_steps Vector [0,0.52,0.55,0.56,0.6,0.7,0.8,0.9,1.9,0.9]
load_steps Vector [0,0.0015,0.0031,0.0032,0.0052] //interface_souple
//load_steps Vector [0,0.001E5,0.002E5,0.003E5,0.004E5,0.005E5,0.006E5,0.007E5,0.008E5,0.009E5] //interface_rigide
//load_steps.size==_nbStep

Solver 3