?? ex5_12a.out
字號:
Example5.12
Input
Number of Boundary Elements = 16
Number of Interior Points = 4
Number of different Boundaries = 2
Last node on boundary 1 = 8
Last node on boundary 2 = 16
Cordinates of The Extreme Points of the Boundary Elements
Point X Y
1 0.0000 -2.0000
2 1.4142 -1.4142
3 2.0000 0.0000
4 1.4142 1.4142
5 0.0000 2.0000
6 -1.4142 1.4142
7 -2.0000 0.0000
8 -1.4142 -1.4142
9 -0.7071 -0.7071
10 -1.0000 0.0000
11 -0.7071 0.7071
12 0.0000 1.0000
13 0.7071 0.7071
14 1.0000 0.0000
15 0.7071 -0.7071
16 0.0000 -1.0000
Boundary Conditions
Node Code Prescribed Value
1 0 0.0000
2 0 0.0000
3 0 0.0000
4 0 0.0000
5 0 0.0000
6 0 0.0000
7 0 0.0000
8 0 0.0000
9 0 100.0000
10 0 100.0000
11 0 100.0000
12 0 100.0000
13 0 100.0000
14 0 100.0000
15 0 100.0000
16 0 100.0000
Interior Point Coordinates
Point Xi Yi
1 1.3858 -0.5740
2 1.3858 0.5740
3 0.5740 1.3858
4 -1.3858 -0.5740
********************************************************************************
Results
(X,Y) u q
( 0.7071, -1.7071) 0.0000 -72.9386
( 1.7071, -0.7071) 0.0000 -72.9385
( 1.7071, 0.7071) 0.0000 -72.9387
( 0.7071, 1.7071) 0.0000 -72.9384
( -0.7071, 1.7071) 0.0000 -72.9387
( -1.7071, 0.7071) 0.0000 -72.9386
( -1.7071, -0.7071) 0.0000 -72.9384
( -0.7071, -1.7071) 0.0000 -72.9386
( -0.8535, -0.3535) 100.0000 150.2990
( -0.8535, 0.3535) 100.0000 150.2987
( -0.3535, 0.8535) 100.0000 150.2990
( 0.3535, 0.8535) 100.0000 150.2988
( 0.8535, 0.3535) 100.0000 150.2990
( 0.8535, -0.3535) 100.0000 150.2989
( 0.3535, -0.8535) 100.0000 150.2991
( -0.3535, -0.8535) 100.0000 150.2987
Interior Points
(Xi,Yi) u q_x q_y
( 1.3858, -0.5740) 31.5678 -89.7658 37.1827
( 1.3858, 0.5740) 31.5678 -89.7659 -37.1827
( 0.5740, 1.3858) 31.5678 -37.1826 -89.7658
( -1.3858, -0.5740) 31.5678 89.7658 37.1826
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