Civil Engineering Reference
In-Depth Information
symmetry are assumed, so only one octant of the problem had to be considered. The
meshes are shown in Figure 10.17.
1.0 MPa
1 Rm
D
Figure 10.16 Problem statement
z
7
5
3
3
2
2
y
6
1
4
1
x
Mesh 2
Mesh 1
Figure 10.17 Boundary meshes used
Although the tractions
t to be applied should be computed according to
-
0
0
½
°
°
t
®
¾
(10.9)
0
°
°
n V
¯
¿
zz
0
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