MeshFile poutre.msh

Domain 9 2 IsotropicElastic Data E Scalar 1000. nu Scalar 0. EndData

//_Flexion________________________________________________________
BoundaryCondition Edge 7 Displacement 0 Constant Scalar 0
BoundaryCondition Edge 7 Displacement 1 Constant Scalar 0
BoundaryCondition Edge 8 Force Constant Vector [0,-1,0]

//_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 11 Displacement 0 Constant Scalar 0
//BoundaryCondition Node 11 Displacement 1 Constant Scalar 0
//BoundaryCondition Node 10 Displacement 1 Constant Scalar 2

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

//_vectSteps (size == _nbStep)
//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.]
//load_steps Vector [4.945260E-04,1.434125E-03,3.219364E-03,6.611318E-03,1.305603E-02,2.530098E-02,4.856640E-02,9.277068E-02,1.752461E-01,2.577215E-01,3.401969E-01,4.226723E-01,5.670042E-01,7.113361E-01,8.556681E-01,1.]

Solver 3