Torsion problem, Case 3 ************************************************************ General constants : Number of elements............... 15 Number of internal points........ 0 Number of Gauss points........... 4 Node where the potential is null. 0 Problem data: node x coor y coor 1 0.2500 0.9682 2 0.4937 0.8697 3 0.7032 0.7110 4 0.8642 0.5032 5 0.9655 0.2606 6 1.0000 0.0000 7 1.6000 0.0000 8 2.2000 0.0000 9 2.8000 0.0000 10 3.4000 0.0000 11 4.0000 0.0000 12 3.7280 1.0060 13 2.9870 1.7390 14 1.9780 2.0000 15 0.9748 1.7170 node code potential flux before flux after 1 1 0.00000 -0.86960 -0.13140 2 1 0.00000 0.13140 -0.13140 3 1 0.00000 0.13140 -0.13140 4 1 0.00000 0.13140 -0.13140 5 1 0.00000 0.13140 -0.13140 6 3 0.00000 0.13140 0.00000 7 5 0.00000 0.00000 0.00000 8 5 0.00000 0.00000 0.00000 9 5 0.00000 0.00000 0.00000 10 5 0.00000 0.00000 0.00000 11 2 0.00000 0.00000 -1.04200 12 1 0.00000 0.00000 -1.94300 13 1 0.00000 -0.90080 -2.45800 14 1 0.00000 -1.41500 -2.44600 15 1 0.00000 -1.40400 -1.91200 Torsion problem, Case 3 ************************************************************ SOLUTION ON THE BOUNDARY: boundary points node potential flux before flux after 1 -3.60892 -0.86960 -0.13140 2 -3.32469 0.13140 -0.13140 3 -2.73507 0.13140 -0.13140 4 -1.93619 0.13140 -0.13140 5 -0.99800 0.13140 -0.13140 6 0.00000 0.13140 3.78454 7 0.00000 2.59387 2.59387 8 0.00000 2.33113 2.33113 9 0.00000 2.19473 2.19473 10 0.00000 2.04428 2.04428 11 0.00000 2.45807 -1.04200 12 -2.09996 0.00000 -1.94300 13 -3.69748 -0.90080 -2.45800 14 -4.40436 -1.41500 -2.44600 15 -4.16382 -1.40400 -1.91200