( Example 16. See manual. )

echo -no
number_of_space_dimensions 2
materi_velocity
materi_strain_total
materi_strain_plasti
materi_stress
end_initia

node 1  0.00   0.00
node 2  1.52   0.00
node 3  6.00   0.00
node 4  0.00  -1.52
node 5  1.52  -1.52
node 6  6.00  -1.52
node 7  0.00  -6.00
node 8  1.52  -6.00
node 9  6.00  -6.00

element 1  -quad4 1 2 4 5
element 2  -quad4 2 3 5 6
element 3  -quad4 4 5 7 8
element 4  -quad4 5 6 8 9

(bottom)
geometry_line 0  0.00 -6.00 6.00 -6.00  1.e-4
(left)
geometry_line 1  0.00 -6.00 0.00  0.00  1.e-4
(right)
geometry_line 2  6.00 -6.00 6.00  0.00  1.e-4
(foundation)
geometry_line 3  0.00  0.00 1.52  0.00  1.e-4

bounda_unknown 0  -geometry_line 0 -velx -vely
bounda_time    0  0. 0. 100. 0.
bounda_unknown 1  -geometry_line 1 -velx
bounda_time    1  0. 0. 100. 0.
bounda_unknown 2  -geometry_line 2 -velx
bounda_time    2  0. 0. 100. 0.
bounda_unknown 3  -geometry_line 3 -vely
bounda_time    3  0.0 -0.05 100.0 -0.05

group_type 0  -materi
group_materi_elasti_young 0 207.e6
group_materi_elasti_poisson 0  0.3
group_materi_memory 0  -updated
group_materi_plasti_mohrcoul 0  0.349 0.069e6 0.349

post_line 0  0.00 0.00 1.52 0.00
print_filter 0  -post_line_dof 0 -sigyy

control_mesh_refine_globally  1  -p_refinement
control_mesh_refine_globally  2  -h_refinement

control_timestep              10  1.e-2 0.6
(
control_print                 10  -time_current -post_line_dof
control_print_history         10  -post_line_dof 0 -sigyy
)

target_item 1  -post_line_dof 0 -sigyy
target_value 1 -1.1e6 1.e5
end_data
