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📄 ex5_6.out

📁 an introduction to boundary element methods一书源码
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Example 5.6 (Linear Elements) Input  Number of Boundary Elements = 11  Number of InteriorPoints = 1  Coordinates of the Extreme Points  of the  Boundary Elements   Point      X          Y 1       2.0000     0.0000 2       1.9696     0.1736 3       1.8794     0.3420 4       1.7320     0.5000 5       1.5320     0.6428 6       1.2856     0.7660 7       1.0000     0.8660 8       0.6840     0.9397 9       0.3473     0.984810       0.0000     1.000011       0.0000     0.0000 Boundary  Conditions                First Node             Second Node               Prescribed             PrescribedElement     CODE   Value           CODE    Value 1			 0     2.0000			 0     1.9547 2			 0     1.9547			 0     1.8245 3			 0     1.8245			 0     1.6249 4			 0     1.6249			 0     1.3800 5			 0     1.3800			 0     1.1197 6			 0     1.1197			 0     0.8749 7			 0     0.8749			 0     0.6754 8			 0     0.6754			 0     0.5422 9			 0     0.5422			 0     0.500010			 1     0.0000			 1     0.000011			 1     0.0000			 1     0.0000Interior Point Coordinates       Xi         Yi     1.0000     0.5000 Solution: Boundary Nodes           (X,Y)               u       Prenodal q  Postnodal q(    2.0000,     0.0000)     2.0000     0.0000     1.2138(    1.9696,     0.1736)     1.9547     0.7349     0.7349(    1.8794,     0.3420)     1.8245     0.4469     0.4469(    1.7320,     0.5000)     1.6249     0.1941     0.1941(    1.5320,     0.6428)     1.3800    -0.1510    -0.1510(    1.2856,     0.7660)     1.1197    -0.4201    -0.4201(    1.0000,     0.8660)     0.8749    -0.5929    -0.5929(    0.6840,     0.9397)     0.6754    -0.7533    -0.7533(    0.3473,     0.9848)     0.5422    -0.7199    -0.7199(    0.0000,     1.0000)     0.5000    -1.5266     0.0000(    0.0000,     0.0000)     0.9506     0.0000     0.0000Interior Points           (Xi,Yi)            u          q_x          q_y(    1.0000,     0.5000)     1.0755     0.5645     -0.3547

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