?? ex6_1.out
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Example6.1 Input Number of Boundary Elements = 32 Number of Interior Points = 10 Shear Modulus = 94500.0000 Poisson Ratio = 0.1000 Number of different Boundaries = 1Last node on boundary 1 = 32COORDINATES OF EXTREME POINTS OF THE BOUNDARY ELEMENTSPoint X Y 1 -0.2941 -2.9855 2 -0.8709 -2.8708 3 -1.4142 -2.6458 4 -1.9032 -2.3190 5 -2.3190 -1.9032 6 -2.6458 -1.4142 7 -2.8708 -0.8709 8 -2.9855 -0.2941 9 -2.9855 0.2941 10 -2.8708 0.8709 11 -2.6458 1.4142 12 -2.3190 1.9032 13 -1.9032 2.3190 14 -1.4142 2.6458 15 -0.8709 2.8708 16 -0.2941 2.9855 17 0.2941 2.9855 18 0.8709 2.8708 19 1.4142 2.6458 20 1.9032 2.3190 21 2.3190 1.9032 22 2.6458 1.4142 23 2.8708 0.8709 24 2.9855 0.2941 25 2.9855 -0.2941 26 2.8708 -0.8709 27 2.6458 -1.4142 28 2.3190 -1.9032 29 1.9032 -2.3190 30 1.4142 -2.6458 31 0.8709 -2.8708 32 0.2941 -2.9855 Boundary Conditions Prescribed Value Prescribed ValueNode X-direction Code Y-direction Code 1 -19.5090 1 -19.5090 1 2 -38.2683 1 -38.2683 1 3 -55.5570 1 -55.5570 1 4 -70.7107 1 -70.7107 1 5 -83.1470 1 -83.1470 1 6 -92.3880 1 -92.3880 1 7 -98.0785 1 -98.0785 1 8 -100.0000 1 -100.0000 1 9 -98.0785 1 -98.0785 110 -92.3880 1 -92.3880 111 -83.1470 1 -83.1470 112 -70.7107 1 -70.7107 113 -55.5570 1 -55.5570 114 -38.2683 1 -38.2683 115 -19.5090 1 -19.5090 116 0.0000 0 0.0000 117 19.5090 1 19.5090 118 38.2683 1 38.2683 119 55.5570 1 55.5570 120 70.7107 1 70.7107 121 83.1470 1 83.1470 122 92.3880 1 92.3880 123 98.0785 1 98.0785 124 100.0000 1 100.0000 025 98.0785 1 98.0785 126 92.3880 1 92.3880 127 83.1470 1 83.1470 128 70.7107 1 70.7107 129 55.5570 1 55.5570 130 38.2683 1 38.2683 131 19.5090 1 19.5090 132 0.0000 0 0.0000 1Interior Point CoordinatesPoint Xi Yi 1 4.0000 0.0000 2 -4.0000 0.0000 3 2.8284 2.8284 4 -3.0000 -3.0000 5 6.0000 0.0000 6 10.0000 0.0000 7 50.0000 0.0000 8 100.0000 0.0000 9 200.0000 0.000010 1000.0000 0.0000********************************************************************************Results: Boundary Nodes X Y Displ X Displ Y Traction X Traction Y( -0.5825, -2.9282) -0.0003 -0.0016 -19.5090 -98.0785( -1.1425, -2.7583) -0.0006 -0.0015 -38.2683 -92.3880( -1.6587, -2.4824) -0.0009 -0.0014 -55.5570 -83.1470( -2.1111, -2.1111) -0.0011 -0.0011 -70.7107 -70.7107( -2.4824, -1.6587) -0.0014 -0.0009 -83.1470 -55.5570( -2.7583, -1.1425) -0.0015 -0.0006 -92.3880 -38.2683( -2.9282, -0.5825) -0.0016 -0.0003 -98.0785 -19.5090( -2.9855, 0.0000) -0.0016 0.0000 -100.0000 0.0000( -2.9282, 0.5825) -0.0016 0.0003 -98.0785 19.5090( -2.7583, 1.1425) -0.0015 0.0006 -92.3880 38.2683( -2.4824, 1.6587) -0.0014 0.0009 -83.1470 55.5570( -2.1111, 2.1111) -0.0011 0.0011 -70.7107 70.7107( -1.6587, 2.4824) -0.0009 0.0014 -55.5570 83.1470( -1.1425, 2.7583) -0.0006 0.0015 -38.2683 92.3880( -0.5825, 2.9282) -0.0003 0.0016 -19.5090 98.0785( 0.0000, 2.9855) 0.0000 0.0016 0.0000 100.0000( 0.5825, 2.9282) 0.0003 0.0016 19.5090 98.0785( 1.1425, 2.7583) 0.0006 0.0015 38.2683 92.3880( 1.6587, 2.4824) 0.0009 0.0014 55.5570 83.1470( 2.1111, 2.1111) 0.0011 0.0011 70.7107 70.7107( 2.4824, 1.6587) 0.0014 0.0009 83.1470 55.5570( 2.7583, 1.1425) 0.0015 0.0006 92.3880 38.2683( 2.9282, 0.5825) 0.0016 0.0003 98.0785 19.5090( 2.9855, 0.0000) 0.0016 0.0000 100.0000 0.0000( 2.9282, -0.5825) 0.0016 -0.0003 98.0785 -19.5090( 2.7583, -1.1425) 0.0015 -0.0006 92.3880 -38.2683( 2.4824, -1.6587) 0.0014 -0.0009 83.1470 -55.5570( 2.1111, -2.1111) 0.0011 -0.0011 70.7107 -70.7107( 1.6587, -2.4824) 0.0009 -0.0014 55.5570 -83.1470( 1.1425, -2.7583) 0.0006 -0.0015 38.2683 -92.3880( 0.5825, -2.9282) 0.0003 -0.0016 19.5090 -98.0785( 0.0000, -2.9855) 0.0000 -0.0016 0.0000 -100.0000Interior point displacements Xi Yi Displacement X Displacement Y( 4.0000, 0.0000) 0.0012 0.0000( -4.0000, 0.0000) -0.0012 0.0000( 2.8284, 2.8284) 0.0008 0.0008( -3.0000, -3.0000) -0.0008 -0.0008( 6.0000, 0.0000) 0.0008 0.0000( 10.0000, 0.0000) 0.0005 0.0000( 50.0000, 0.0000) 0.0001 0.0000( 100.0000, 0.0000) 0.0000 0.0000( 200.0000, 0.0000) 0.0000 0.0000( 1000.0000, 0.0000) 0.0000 0.0000Interior point stresses Xi Yi Sigma X Tau XY Sigma Y( 4.0000, 0.0000) -56.8348 0.0000 56.8234( -4.0000, 0.0000) -56.8348 0.0000 56.8234( 2.8284, 2.8284) -0.0052 -56.8298 -0.0060( -3.0000, -3.0000) -0.0008 -50.4890 -0.0008( 6.0000, 0.0000) -25.2413 0.0000 25.2413( 10.0000, 0.0000) -9.0869 0.0000 9.0869( 50.0000, 0.0000) -0.3635 0.0000 0.3635( 100.0000, 0.0000) -0.0909 0.0000 0.0909( 200.0000, 0.0000) -0.0227 0.0000 0.0227( 1000.0000, 0.0000) -0.0009 0.0000 0.0009?? 快捷鍵說明
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