MeshFile Test2D.msh

Domain 7 2 Elastic Data
C Matrix
[2.69231E11,1.15385E11,1.15385E11,    0.0E10,    0.0E10,    0.0E10;
 1.15385E11,2.69231E11,1.15385E11,    0.0E10,    0.0E10,    0.0E10;
 1.15385E11,1.15385E11,2.69231E11,    0.0E10,    0.0E10,    0.0E10;
     0.0E10,    0.0E10,    0.0E10,7.69231E10,    0.0E10,    0.0E10;
     0.0E10,    0.0E10,    0.0E10,    0.0E10,7.69231E10,    0.0E10;
     0.0E10,    0.0E10,    0.0E10,    0.0E10,    0.0E10,7.69231E10]
EndData

//_Flexion________________________________________________________
BoundaryCondition Edge 5 Displacement 0 Constant Scalar 0
BoundaryCondition Edge 5 Displacement 1 Constant Scalar 0
BoundaryCondition Node 1 Force Constant Vector [5E10,0.,0.]

//_Newton_Method
keep_initial_stiffness Integer 0
final_time Scalar 1.
nb_step Integer 10
max_iter Integer 10
control Integer 0
tolerance Scalar 0.001


//_Rotation_______________________________________________________
//BoundaryCondition Node 2 Displacement 0 Constant Scalar 0
//BoundaryCondition Node 2 Displacement 1 Constant Scalar 0
//BoundaryCondition Node 1 Displacement 0 Constant Scalar 0.865

//_Newton_Method
//keep_initial_stiffness Integer 0
//final_time Scalar 1.
//nb_step Integer 2
//max_iter Integer 10
//control Integer 1
//tolerance Scalar 0.000000001
//load_steps Vector [1.E-04,2.E-04,3.E-04,4.E-04,5.E-04,6.E-04,7.E-04,8.E-04,9.E-04,1.E-03,2.E-03,3.E-03,4.E-03,5.E-03,6.E-03,7.E-03,8.E-03,9.E-03,1.E-02,2.E-02,3.E-02,4.E-02,5.E-02,6.E-02,7.E-02,8.E-02,9.E-02,1.E-01,2.E-01,3.E-01,4.E-01,5.E-01,6.E-01,7.E-01,8.E-01,9.E-01,1.]

Solver 1