example5_5.dat

一个计算悬臂梁的有限元vc源码

num. of node
23
node type
0 0
1 0
2 0
3 0
4 0
5 0
6 0
7 0
8 0
9 0
10 0
11 0
12 0
13 0
14 0
15 0
16 0
17 0
18 0
19 0
20 0
21 0
22 0
Node coordinate
0  48.000000  12.000000
1  48.000000  6.000000
2  42.000000  12.000000
3  48.000000  0.000000
4  42.000000  0.000000
5  36.000000  12.000000
6  36.000000  6.000000
7  36.000000  0.000000
8  30.000000  12.000000
9  30.000000  0.000000
10  24.000000  12.000000
11  24.000000  6.000000
12  24.000000  0.000000
13  18.000000  12.000000
14  18.000000  0.000000
15  12.000000  12.000000
16  12.000000  6.000000
17  12.000000  0.000000
18  6.000000  12.000000
19  6.000000  0.000000
20  0.000000  12.000000
21  0.000000  6.000000
22  0.000000  0.000000
num. of element
4
element type
0  3
1  3
2  3
3  3
element node
0  22  19  17  16  15  18  20  21
1  17  14  12  11  10  13  15  16
2  12  9  7  6  5  8  10  11
3  7  4  3  1  0  2  5  6
element parameter
0 1.0 0
1 1.0 0
2 1.0 0
3 1.0 0
num. constrained node
3
20 1 0 1
21 1 0 1
22 1 1 1
num. of material
1
material parameter
0 1
30000 1.0 0.25 
num. of load group
1
load group 0
1
0
3 40.0 1