Civil Engineering Reference
In-Depth Information
There are 36 equations and the skyline storage is 390
Node x-disp y-disp
1 0.0000E+00 -0.5311E-05
2 -0.4211E-06 -0.5041E-05
3 -0.7222E-06 -0.3343E-05
4 -0.4211E-06 -0.1644E-05
5 0.0000E+00 -0.1375E-05
6 0.0000E+00 -0.4288E-05
7 0.3774E-06 -0.2786E-05
8 0.0000E+00 -0.1283E-05
9 0.0000E+00 -0.3243E-05
10 0.2708E-06 -0.2873E-05
.
.
.
25 0.0000E+00 0.0000E+00
26 0.0000E+00 0.0000E+00
27 0.0000E+00 0.0000E+00
28 0.0000E+00 0.0000E+00
29 0.0000E+00 0.0000E+00
The integration point (nip= 1) stresses are:
Element x-coord y-coord sig_x sig_y tau_xy
1 0.1500E+01 -0.1500E+01 -0.2476E+00 -0.9003E+00 0.1040E+00
2 0.4500E+01 -0.1500E+01 -0.1810E+00 -0.9973E-01 0.1040E+00
3 0.1500E+01 -0.4500E+01 -0.1683E+00 -0.6489E+00 0.8714E-01
4 0.4500E+01 -0.4500E+01 -0.2602E+00 -0.3511E+00 0.8714E-01
5 0.1500E+01 -0.7500E+01 -0.1994E+00 -0.5612E+00 0.2888E-01
6 0.4500E+01 -0.7500E+01 -0.2292E+00 -0.4388E+00 0.2888E-01
Figure 5.16 Results from fourth Program 5.1 example
L
Axisymmetric
1 kN/m
2
0m
1
4
7
10
E= 100 kN/m
2
u
= 0.3
3
5
1
-4m
2
5
8
11
E= 1000 kN/m
2
u
= 0.45
6
2
4
9
12
3
6
-10m
0m
4m
10m
30m
radii
Figure 5.17 Mesh and data for fifth Program 5.1 example (
Continued on page 183
)
