( Example 10. See manual. )

echo -no
number_of_space_dimensions 2
materi_velocity
materi_strain_total
materi_strain_plasti
materi_stress
end_initia

node 1  0 0
node 2  1 0
node 3  0 1
node 4  1 1
element 1  -quad4 1 2 3 4

geometry_line 1  0. 0. 1. 0. 1.e-2
geometry_line 2  0. 1. 1. 1. 1.e-2

bounda_unknown 0  -geometry_line 1 -vely
bounda_time    0  0. 0. 1. 0.
bounda_unknown 1  -geometry_line 2 -vely
bounda_time    1  0. 0. 1. 0.
bounda_unknown 2  -geometry_line 1 -velx
bounda_time    2  0. -1.e-2 1. -1.e-2
bounda_unknown 3  -geometry_line 2 -velx
bounda_time    3  0. +1.e-2 1. +1.e-2

group_type 0  -materi
group_materi_elasti_young 0  1.0
group_materi_memory 0  -updated_without_rotation
group_materi_plasti_tension 0  2.e-3

post_point 1  0.5 0.5
post_calcul -materi_stress -prival -materi_strain_plasti -sizetot

control_mesh_refine_globally       10  -h_refinement
control_mesh_refine_globally       20  -h_refinement
control_mesh_refine_globally       30  -h_refinement
control_mesh_split                 40  -yes

control_timestep                   50  1.e-2 0.5
(
control_print                     50 -time_current -post_point_dof_calcul
control_print_history             50 -post_point_dof_calcul 1 0
)

target_item 1  -post_point_dof_calcul 1 0
target_value 1  0.002 2.e-4
end_data
