NAME OF INPUT FILE: FEM9DATA.QQQ
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PROPERTY OF DOMAIN:
EXX = 1.00000000000000
EXY = 0.000000000000000E+000
EYY = 1.00000000000000
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TYPE OF ELEMENT:
NUMBER OF NODES AT EACH ELEMENT = 9
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DISCRETIZATION OF DOMAIN INTO ELEMENTS:
NUMBER OF ELEMENTS(NE) = 4
ELEMENT NO (1) (2) (3) (4) (5) (6) (7) (8) (9)
1 1 2 3 8 13 12 11 6 7
2 3 4 5 10 15 14 13 8 9
3 11 12 13 18 23 22 21 16 17
4 13 14 15 20 25 24 23 18 19
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COORDINATES OF NODAL POINTS:
NUMBER OF NODAL POINTS(NNODE) = 25
(I=NODAL POINT, X & Y = X- & Y-COORDINATES)
(I,X,Y)= 1 0.000000000000000E+000 0.000000000000000E+000
(I,X,Y)= 2 0.500000000000000 0.000000000000000E+000
(I,X,Y)= 3 1.00000000000000 0.000000000000000E+000
(I,X,Y)= 4 1.50000000000000 0.000000000000000E+000
(I,X,Y)= 5 2.00000000000000 0.000000000000000E+000
(I,X,Y)= 6 0.000000000000000E+000 0.500000000000000
(I,X,Y)= 7 0.500000000000000 0.500000000000000
(I,X,Y)= 8 1.00000000000000 0.500000000000000
(I,X,Y)= 9 1.50000000000000 0.500000000000000
(I,X,Y)= 10 2.00000000000000 0.500000000000000
(I,X,Y)= 11 0.000000000000000E+000 1.00000000000000
(I,X,Y)= 12 0.500000000000000 1.00000000000000
(I,X,Y)= 13 1.00000000000000 1.00000000000000
(I,X,Y)= 14 1.50000000000000 1.00000000000000
(I,X,Y)= 15 2.00000000000000 1.00000000000000
(I,X,Y)= 16 0.000000000000000E+000 1.50000000000000
(I,X,Y)= 17 0.500000000000000 1.50000000000000
(I,X,Y)= 18 1.00000000000000 1.50000000000000
(I,X,Y)= 19 1.50000000000000 1.50000000000000
(I,X,Y)= 20 2.00000000000000 1.50000000000000
(I,X,Y)= 21 0.000000000000000E+000 2.00000000000000
(I,X,Y)= 22 0.500000000000000 2.00000000000000
(I,X,Y)= 23 1.00000000000000 2.00000000000000
(I,X,Y)= 24 1.50000000000000 2.00000000000000
(I,X,Y)= 25 2.00000000000000 2.00000000000000
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BOUNDARY CONDITIONS:
NUMBER OF BOUNDARY NODES = 13
(I=NODAL POINT, T=B.C. B=B.V.)
(DIRICHLET IF B.C.=1, NUEMANN IF B.C.=2)
(I,T,B)= 1 1 0.000000000000000E+000
(I,T,B)= 21 1 0.000000000000000E+000
(I,T,B)= 2 1 0.000000000000000E+000
(I,T,B)= 22 1 0.382683432365090
(I,T,B)= 3 1 0.000000000000000E+000
(I,T,B)= 23 1 0.707106781186547
(I,T,B)= 4 1 0.000000000000000E+000
(I,T,B)= 24 1 0.923879532511287
(I,T,B)= 5 1 0.000000000000000E+000
(I,T,B)= 25 1 1.00000000000000
(I,T,B)= 6 1 0.000000000000000E+000
(I,T,B)= 11 1 0.000000000000000E+000
(I,T,B)= 16 1 0.000000000000000E+000
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RESULTS:
UNKNOWN VALUES AT NODEL POINTS
(I=NODAL POINTS, U=UNKNOWN VALUE)
(I,U)= 1 0.000000000000000E+000
(I,U)= 2 0.000000000000000E+000
(I,U)= 3 0.000000000000000E+000
(I,U)= 4 0.000000000000000E+000
(I,U)= 5 0.000000000000000E+000
(I,U)= 6 0.000000000000000E+000
(I,U)= 7 6.697461545120126E-002
(I,U)= 8 0.123772800330402
(I,U)= 9 0.161691024957013
(I,U)= 10 0.175041172880152
(I,U)= 11 0.000000000000000E+000
(I,U)= 12 0.144446411827494
(I,U)= 13 0.266936210745531
(I,U)= 14 0.348724486470066
(I,U)= 15 0.377504809524813
(I,U)= 16 0.000000000000000E+000
(I,U)= 17 0.244403082834454
(I,U)= 18 0.451672266947144
(I,U)= 19 0.590041237264733
(I,U)= 20 0.638761045664452
(I,U)= 21 0.000000000000000E+000
(I,U)= 22 0.382683432365090
(I,U)= 23 0.707106781186547
(I,U)= 24 0.923879532511287
(I,U)= 25 1.00000000000000