?? ex5_12a.out
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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 -72.9385( 1.7071, -0.7071) 0.0000 -72.9385( 1.7071, 0.7071) 0.0000 -72.9384( 0.7071, 1.7071) 0.0000 -72.9386( -0.7071, 1.7071) 0.0000 -72.9386( -1.7071, 0.7071) 0.0000 -72.9385( -1.7071, -0.7071) 0.0000 -72.9386( -0.7071, -1.7071) 0.0000 -72.9386( -0.8535, -0.3535) 100.0000 150.2988( -0.8535, 0.3535) 100.0000 150.2992( -0.3535, 0.8535) 100.0000 150.2989( 0.3535, 0.8535) 100.0000 150.2989( 0.8535, 0.3535) 100.0000 150.2989( 0.8535, -0.3535) 100.0000 150.2991( 0.3535, -0.8535) 100.0000 150.2989( -0.3535, -0.8535) 100.0000 150.2990 Interior Points (Xi,Yi) u q_x q_y( 1.3858, -0.5740) 31.5678 -89.7659 37.1827( 1.3858, 0.5740) 31.5678 -89.7658 -37.1827( 0.5740, 1.3858) 31.5677 -37.1827 -89.7659( -1.3858, -0.5740) 31.5677 89.7659 37.1827?? 快捷鍵說明
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