(
TrussBeam bending test
Cantilevered L beam 1 long,1 high, A=1, E=1, I=1
Fixed at node 1, Load of 1.e-2 along X at node 3
X Deflection at 2 should be 0.01
Y Deflection at 2 should be -0.005
Moment at node 1 should be -0.01

Osman Buyukisik    osman@fuse.net
)

echo -no
number_of_space_dimensions 2
materi_velocity
materi_velocity_integrated
beam_rotation
end_initia

options_mesh -fixed_in_space -fixed_in_space
options_convection -no

node 1  0 0
node 2  1 0
node 3  1 1

element 1  -trussbeam 1 2
element 2  -trussbeam 2 3

group_type 0  -trussbeam
group_beam_young 0  1.0
group_beam_inertia 0  1.0
group_beam_memory 0  -updated_without_rotation
group_truss_area 0  1.0
group_truss_young 0  1.0
group_truss_memory 0  -updated_without_rotation

bounda_unknown 0  1 -velx -vely -rotz
bounda_time    0  0. 0. 100. 0.
bounda_force   1  3 -velx
bounda_time    1  0. 1.e-2 100. 1.e-2

control_timestep 0  1.e-1 1.e-1
(
control_print    0  -time_current -node_dof
)

target_item    0  -node_dof 2 -veliy
target_value   0  -0.005   1.e-3
target_item    1  -node_rhside 1 -rotz
target_value   1  -0.01 1.e-5
target_item    2  -node_dof 3 -veliy
target_value   2  -0.005   1.e-3
target_item    3  -node_dof 3 -velix
target_value   3  0.02333  1.e-5

end_data
