Civil Engineering Reference
In-Depth Information
nels nn ndim nprops np_types
12 10 3 7 1
prop(ea,eiy,eiz,gj,mpy,mpz,mpx)
1.0 1.e4 1.e4 1.0 1.0 1.0 1.e8
etype(not needed)
gamma
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
g_coord
0.0 0.0 0.0 1.0 0.0 0.0 1.0 1.0 0.0 2.0 0.0 0.0
2.0 1.0 0.0 2.0 2.0 0.0 3.0 0.0 0.0 3.0 1.0 0.0
3.0 2.0 0.0 3.0 3.0 0.0
g_num
1 2 2 3 2 4 3 5 4 5 5 6 4 7 5 8 6 9 7 8 8 9 9 10
nr,(k,nf(:,k),i=1,nr)
4
1 0 0 0 0 0 0 3 0 0 0 0 0 0 6 0 0 0 0 0 0 10 0 0 0 0 0 0
loaded_nodes,(node(i),val(i,:),i=1,loaded_nodes)
1
7 0.0 0.0 1.0 0.0 0.0 0.0
limit,tol
200 0.00001
incs,(dload(i)=1,incs)
5
0.5 0.5 0.5 0.05 0.05
Figure 4.34
(
Continued from page 143
)
There are 36 equations and the skyline storage is 378
Load step 1 Load factor 0.5000E+00
Node Displacement(s) and Rotation(s)
7 0.0000E+00 0.0000E+00 0.1059E-03 -0.6345E-04 -0.6345E-04 0.0000E+00
Converged in 3 iterations
Load step 2 Load factor 0.1000E+01
Node Displacement(s) and Rotation(s)
7 0.0000E+00 0.0000E+00 0.2117E-03 -0.1269E-03 -0.1269E-03 0.0000E+00
Converged in 3 iterations
Load step 3 Load factor 0.1500E+01
Node Displacement(s) and Rotation(s)
7 0.0000E+00 0.0000E+00 0.3247E-03 -0.1936E-03 -0.1936E-03 0.0000E+00
Converged in 18 iterations
Load step 4 Load factor 0.1550E+01
Node Displacement(s) and Rotation(s)
7 0.0000E+00 0.0000E+00 0.1517E-02 -0.7944E-03 -0.7944E-03 0.0000E+00
Converged in 200 iterations
Figure 4.35
Results from second Program 4.5 example
