elastic_2d_T3 (Echo of msh_remarks.txt) L. J. Segerlind 16 node plane stress example 25.4 with an edge load. Half model is 30 cm square top left edge has pressure of 10,000 N/cm^2, on part 3 cm thick over 20 cm section giving a total force of 60e4 N. Bottom horizontal support is lubricated (u_y=0). Left side is a symmetry plane, so u_x=0. Result node 16: u_x = -0.193e-3, u_y = -0.105e-2 cm Elem 10: s_x=606, s_y=-1849, s_xy = 419 N.cm^2 Read 16 nodes. (Echo node, file msh_bc_xyz.txt) node, bc_flags, 2 coordinates 1, 11 0 0 2, 01 10 0 3, 01 20 0 4, 01 30 0 5, 10 0 10 6, 00 10 10 7, 00 20 10 8, 00 30 10 9, 10 0 20 10, 00 10 20 11, 00 20 20 12, 00 30 20 13, 10 0 30 14, 00 10 30 15, 00 20 30 16, 00 30 30 Read 18 elements with its type & 3 nodes each. Element number, type, connection list 1, 1 1 6 5 2, 1 1 2 6 3, 1 2 7 6 4, 1 2 3 7 5, 1 3 8 7 6, 1 3 4 8 7, 1 5 10 9 8, 1 5 6 10 9, 1 6 11 10 10, 1 6 7 11 11, 1 7 12 11 12, 1 7 8 12 13, 1 9 14 13 14, 1 9 10 14 15, 1 10 15 14 16, 1 10 11 15 17, 1 11 16 15 18, 1 11 12 16 Created file shrink_2d_mesh.png Created file plot_input_2d_mesh.png Created file bc_flags_plot.png Read 8 EBC data sets (Echo of file text file msh_ebc.txt) Node, DOF, Value. 1 1 0 1 2 0 2 2 0 3 2 0 4 2 0 5 1 0 9 1 0 13 1 0 Read 2 point sources. (Echo of msh_load_pt.txt) Node, DOF, Source_value 13 2 -150000 14 2 -150000 Read 1 properties with 7 values Properties for all elements Columns 1 through 6 2.0000e+07 2.5000e-01 0 0 0 0 Column 7 3.0000e+00 Resultant input sources: Node, DOF, Resultant input sources 13 2 -150000 14 2 -150000 Totals = 0 -300000 Computed Solution: Node, 2 results per node 1, 0.000e+00 0.000e+00 2, 1.114e-03 0.000e+00 3, 1.619e-03 0.000e+00 4, 1.767e-03 0.000e+00 5, 0.000e+00 -2.886e-03 6, 1.055e-03 -2.224e-03 7, 1.589e-03 -1.179e-03 8, 1.781e-03 -5.702e-04 9, 0.000e+00 -6.090e-03 10, 7.686e-04 -4.500e-03 11, 1.069e-03 -2.179e-03 12, 1.182e-03 -9.307e-04 13, 0.000e+00 -9.619e-03 14, -6.208e-04 -6.942e-03 15, -3.777e-04 -2.726e-03 16, -1.933e-04 -1.047e-03 NOTE: scale = 207.932 amplified by 1 Created color_deformed_mesh.png Created quiver_2d_displacements.png Created color_displacement_0.png Reactions at essential BCs Node, DOF, Reaction Value 1 1 -2.5805e+04 1 2 8.4629e+04 2 2 1.2879e+05 3 2 6.9347e+04 4 2 1.7229e+04 5 1 -3.7352e+04 9 1 -1.7058e+04 13 1 8.0215e+04 Totals = 1.0e+05 * 0.0000 3.0000 Post-prossessing stresses: Output stress order in el_qp_xyz_fluxes.txt is S_xx, S_yy, S_xy, S_vm, Tau_max El,Q_Pt,Strains 1, 1, 1.055e-04 -2.886e-04 6.622e-05 El,Q_Pt,Stresses 1, 1, 7.109e+02 -5.595e+03 5.298e+02 6.052e+03 3.197e+03 El,Q_Pt,Strains 2, 1, 1.114e-04 -2.224e-04 -5.926e-06 El,Q_Pt,Stresses 2, 1, 1.191e+03 -4.150e+03 -4.741e+01 4.857e+03 2.671e+03 El,Q_Pt,Strains 3, 1, 5.343e-05 -2.224e-04 9.857e-05 El,Q_Pt,Stresses 3, 1, -4.620e+01 -4.459e+03 7.885e+02 4.642e+03 2.343e+03 El,Q_Pt,Strains 4, 1, 5.054e-05 -1.179e-04 -3.035e-06 El,Q_Pt,Stresses 4, 1, 4.494e+02 -2.246e+03 -2.428e+01 2.501e+03 1.348e+03 El,Q_Pt,Strains 5, 1, 1.918e-05 -1.179e-04 5.784e-05 El,Q_Pt,Stresses 5, 1, -2.197e+02 -2.413e+03 4.627e+02 2.446e+03 1.190e+03 El,Q_Pt,Strains 6, 1, 1.477e-05 -5.702e-05 1.372e-06 El,Q_Pt,Stresses 6, 1, 1.097e+01 -1.138e+03 1.097e+01 1.143e+03 5.744e+02 El,Q_Pt,Strains 7, 1, 7.686e-05 -3.204e-04 1.591e-04 El,Q_Pt,Stresses 7, 1, -6.908e+01 -6.425e+03 1.272e+03 6.760e+03 3.423e+03 El,Q_Pt,Strains 8, 1, 1.055e-04 -2.276e-04 3.761e-05 El,Q_Pt,Stresses 8, 1, 1.037e+03 -4.292e+03 3.008e+02 4.921e+03 2.681e+03 El,Q_Pt,Strains 9, 1, 2.999e-05 -2.276e-04 2.034e-04 El,Q_Pt,Stresses 9, 1, -5.739e+02 -4.695e+03 1.627e+03 5.256e+03 2.626e+03 El,Q_Pt,Strains 10, 1, 5.343e-05 -1.000e-04 5.243e-05 El,Q_Pt,Stresses 10, 1, 6.065e+02 -1.848e+03 4.195e+02 2.331e+03 1.297e+03 El,Q_Pt,Strains 11, 1, 1.137e-05 -1.000e-04 7.277e-05 El,Q_Pt,Stresses 11, 1, -2.907e+02 -2.073e+03 5.822e+02 2.190e+03 1.064e+03 El,Q_Pt,Strains 12, 1, 1.918e-05 -3.605e-05 1.013e-06 El,Q_Pt,Stresses 12, 1, 2.168e+02 -6.668e+02 8.107e+00 7.977e+02 4.419e+02 El,Q_Pt,Strains 13, 1, -6.208e-05 -3.528e-04 2.677e-04 El,Q_Pt,Stresses 13, 1, -3.206e+03 -7.859e+03 2.141e+03 7.784e+03 3.162e+03 El,Q_Pt,Strains 14, 1, 7.686e-05 -2.442e-04 2.012e-05 El,Q_Pt,Stresses 14, 1, 3.372e+02 -4.800e+03 1.609e+02 4.985e+03 2.574e+03 El,Q_Pt,Strains 15, 1, 2.430e-05 -2.442e-04 2.826e-04 El,Q_Pt,Stresses 15, 1, -7.840e+02 -5.080e+03 2.261e+03 6.146e+03 3.119e+03 El,Q_Pt,Strains 16, 1, 2.999e-05 -5.468e-05 8.743e-05 El,Q_Pt,Stresses 16, 1, 3.482e+02 -1.007e+03 6.994e+02 1.718e+03 9.737e+02 El,Q_Pt,Strains 17, 1, 1.844e-05 -5.468e-05 2.330e-05 El,Q_Pt,Stresses 17, 1, 1.018e+02 -1.068e+03 1.864e+02 1.168e+03 6.140e+02 El,Q_Pt,Strains 18, 1, 1.137e-05 -1.158e-05 -1.272e-05 El,Q_Pt,Stresses 18, 1, 1.808e+02 -1.864e+02 -1.018e+02 3.637e+02 2.100e+02 ================================================== Maximum von Mises stress = 7.784e+03 at point 1 of element 13 Maximum shear stress = 3.423e+03 at point 1 of element 7 ================================================== Saved stress results in el_qp_xyz_fluxes.txt for plots Using a scale of 1 and vector increment of 1 Read 16 mesh coordinates In 2 spatial dimensions Read 18 elements connections Read 18 Gauss x & y coord & flux sets Created file quiver_qp_prin_stress_1.png Using a scale of 1 and vector increment of 1 Read 16 mesh coordinates In 2 spatial dimensions Read 18 elements connections Read 18 Gauss x & y coord & flux sets Created file quiver_qp_prin_stress_2.png Arguments are: 1-X_stress, 2-Y_stress, 3-XY_shear, 4-Von Mises (default), 5_Max_2D_shear_stress Read 16 mesh coordinate pairs Read 18 elements connections Read 18 qp stress values with 7 components each Max value is 3423.07 at element 7 Min value is 209.934 at element 18 Created color_stresses_5_step.png Arguments are: 1-X_stress, 2-Y_stress, 3-XY_shear, 4-Von Mises (default), 5_Max_2D_shear_stress Read 16 mesh coordinate pairs Read 18 elements connections Read 18 qp stress values with 7 components each Max value is 7784.47 at element 13 Min value is 363.627 at element 18 Created color_stresses_4_step.png Arguments are: 1-X_stress, 2-Y_stress, 3-XY_shear, 4-Von Mises (default), 5_Max_2D_shear_stress Read 16 mesh coordinate pairs Read 18 elements connections Read 18 qp stress values with 7 components each Max value is 2261 at element 15 Min value is -101.8 at element 18 Created color_stresses_3_step.png Arguments are: 1-X_stress, 2-Y_stress, 3-XY_shear, 4-Von Mises (default), 5_Max_2D_shear_stress Read 16 mesh coordinate pairs Read 18 elements connections Read 18 qp stress values with 7 components each Max value is -186.4 at element 18 Min value is -7859 at element 13 Created color_stresses_2_step.png Arguments are: 1-X_stress, 2-Y_stress, 3-XY_shear, 4-Von Mises (default), 5_Max_2D_shear_stress Read 16 mesh coordinate pairs Read 18 elements connections Read 18 qp stress values with 7 components each Max value is 1191 at element 2 Min value is -3206 at element 13 Created color_stresses_1_step.png quit