Civil Engineering Reference
In-Depth Information
L
1 kN/m
2
1
2
3
4
5
E=10
6
kN/m
2
u
= 0.3
6
7
8
10
11
13
12
9
9 m
14
15
16
21
17
18
19
20
22
23
24
29
25
26
27
28
type_2d
'plane'
6 m
element no d dir
'quadrilateral' 8 'x'
nxe nye nip np_t ypes
2 3 4 1
prop(e,v)
1.0e6 0.3
etype(not needed)
x_coords, y_coords
0.0 3.0 6.0
0.0 -3.0 -6.0 -9.0
nr,(k,nf(:,k),i=1,n r)
17
1 0 1 6 0 1 9 0 1 14 0 1 17 0 1 22 0 1 25 0 0
26 0 0 27 0 0 28 0 0 5 0 1 8 0 1 13 0 1 16 0 1
21 0 1 24 0 1 29 0 0
loaded_nodes,(k,loa ds(nf(:,k)),i=1,loa ded_nodes)
3
1 0.0 -0.5 2 0. 0 -2.0 3 0.0 -0. 5
fixed_freedoms
0
Figure 5.15 Mesh and data for fourth Program 5.1 example
