Torsion problem, Case 1 ************************************************************ General constants : Number of elements............... 20 Number of internal points........ 11 Number of Gauss points........... 4 Node where the potential is null. 16 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 0.9655 -0.2606 8 0.8642 -0.5032 9 0.7032 -0.7110 10 0.4937 -0.8697 11 0.2500 -0.9682 12 0.9748 -1.7170 13 1.9780 -2.0000 14 2.9870 -1.7390 15 3.7280 -1.0060 16 4.0000 -0.0000 17 3.7280 1.0060 18 2.9870 1.7390 19 1.9780 2.0000 20 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 1 0.00000 0.13140 -0.13140 7 1 0.00000 0.13140 -0.13140 8 1 0.00000 0.13140 -0.13140 9 1 0.00000 0.13140 -0.13140 10 1 0.00000 0.13140 -0.13140 11 1 0.00000 0.13140 0.86960 12 1 0.00000 1.91200 1.40400 13 1 0.00000 2.44600 1.41500 14 1 0.00000 2.45800 0.90080 15 1 0.00000 1.94300 0.00000 16 1 0.00000 1.04200 -1.04200 17 1 0.00000 -0.00000 -1.94300 18 1 0.00000 -0.90080 -2.45800 19 1 0.00000 -1.41500 -2.44600 20 1 0.00000 -1.40400 -1.91200 Torsion problem, Case 1 ************************************************************ SOLUTION ON THE BOUNDARY: boundary points node potential flux before flux after 1 -3.69865 -0.86960 -0.13140 2 -3.39672 0.13140 -0.13140 3 -2.79182 0.13140 -0.13140 4 -1.97814 0.13140 -0.13140 5 -1.02480 0.13140 -0.13140 6 -0.00000 0.13140 -0.13140 7 1.02480 0.13140 -0.13140 8 1.97814 0.13140 -0.13140 9 2.79182 0.13140 -0.13140 10 3.39672 0.13140 -0.13140 11 3.69865 0.13140 0.86960 12 4.22444 1.91200 1.40400 13 4.45676 2.44600 1.41500 14 3.74154 2.45800 0.90080 15 2.13375 1.94300 0.00000 16 0.00000 1.04200 -1.04200 17 -2.13375 -0.00000 -1.94300 18 -3.74154 -0.90080 -2.45800 19 -4.45676 -1.41500 -2.44600 20 -4.22444 -1.40400 -1.91200 SOLUTION IN THE DOMAIN: internal points x coor y coor potential 1.250 0.000 -0.000 1.500 0.000 -0.000 1.750 0.000 -0.000 2.000 0.000 -0.000 2.250 0.000 -0.000 2.500 0.000 -0.000 2.750 0.000 -0.000 3.000 0.000 -0.000 3.250 0.000 -0.000 3.500 0.000 -0.000 3.750 0.000 -0.000