feap * * test on solution Solution date: Wed Dec 3 09:19:06 2003 1.3 Revision a 7 February 2003 Input Data Filename: Iblock Number of Nodal Points - - - - - - : 25 Number of Elements - - - - - - - - : 16 Spatial Dimension of Mesh - - - - - : 2 Degrees-of-Freedom/Node (Maximum) - : 2 Number Element Nodes (Maximum) - : 4 Number of Material Sets - - - - - - : 1 Number Parameters/Set (Program) - : 200 Number Parameters/Set (Users ) - : 50 feap * * test on solution N o d e G e n e r a t i o n s Number of xi_1-increments 4 Number of xi_2-increments 4 Number of xi_3-increments 1 First node number 1 First element number 1 Element material number 1 Node line increment 0 Block type (0-10) 0 Block coordinates specified as: cartesian node 1 coord 2 coord 1 0.000E+00 0.000E+00 2 5.000E+00 0.000E+00 3 5.000E+00 5.000E+00 4 0.000E+00 5.000E+00 feap * * test on solution N o d a l C o o r d i n a t e s Node 1 coord 2 coord 1 0.0000 0.0000 2 1.2500 0.0000 3 2.5000 0.0000 4 3.7500 0.0000 5 5.0000 0.0000 6 0.0000 1.2500 7 1.2500 1.2500 8 2.5000 1.2500 9 3.7500 1.2500 10 5.0000 1.2500 11 0.0000 2.5000 12 1.2500 2.5000 13 2.5000 2.5000 14 3.7500 2.5000 15 5.0000 2.5000 16 0.0000 3.7500 17 1.2500 3.7500 18 2.5000 3.7500 19 3.7500 3.7500 20 5.0000 3.7500 21 0.0000 5.0000 22 1.2500 5.0000 23 2.5000 5.0000 24 3.7500 5.0000 25 5.0000 5.0000 feap * * test on solution E l e m e n t C o n n e c t i o n s Elmt Mat Reg 1 node 2 node 3 node 4 node 1 1 0 1 2 7 6 2 1 0 2 3 8 7 3 1 0 3 4 9 8 4 1 0 4 5 10 9 5 1 0 6 7 12 11 6 1 0 7 8 13 12 7 1 0 8 9 14 13 8 1 0 9 10 15 14 9 1 0 11 12 17 16 10 1 0 12 13 18 17 11 1 0 13 14 19 18 12 1 0 14 15 20 19 13 1 0 16 17 22 21 14 1 0 17 18 23 22 15 1 0 18 19 24 23 16 1 0 19 20 25 24 feap * * test on solution Nodal Forces node 1 Force 2 Force 24 0.000E+00 1.000E+01 25 0.000E+00 1.000E+01 feap * * test on solution M a t e r i a l P r o p e r t i e s Material Set 1 for Element Type: solid Degree of Freedom Assignments Local Global Number Number 1 1 2 2 T w o D i m e n s i o n a l S o l i d E l e m e n t M e c h a n i c a l P r o p e r t i e s Plane Strain Analysis Modulus E 1.00000E+03 Poisson ratio 0.25000 Thickness 1.00000E+00 Quadrature: Arrays 2 Quadrature: Output 1 Thickness 1.00000E+00 Density 0.00000E+00 1-Gravity Load 0.00000E+00 2-Gravity Load 0.00000E+00 3-Gravity Load 0.00000E+00 Formulation : Small deformation. Element type: Displacement. Material density is zero. feap * * test on solution E d g e N o d a l B.C. node 1-B.C. 2-B.C. 1 1 1 2 0 1 3 0 1 4 0 1 5 0 1 6 1 0 11 1 0 16 1 0 21 1 0 E q u a t i o n / P r o b l e m S u m m a r y: Space dimension (ndm) = 2 Number dof (ndf) = 2 Number of equations = 40 Number nodes = 25 Average col. height = 10 Number elements = 16 Number profile terms = 366 Number materials = 1 feap * * test on solution M a c r o I n s t r u c t i o n s Macro Statement Variable 1 Variable 2 Variable 3 loop 2.0000E+00 0.0000E+00 0.0000E+00 tang 1.0000E+00 0.0000E+00 0.0000E+00 next 0.0000E+00 0.0000E+00 0.0000E+00 disp all 0.0000E+00 0.0000E+00 0.0000E+00 stre all 0.0000E+00 0.0000E+00 0.0000E+00 reac all 0.0000E+00 0.0000E+00 0.0000E+00 plot cont 2.0000E+00 0.0000E+00 0.0000E+00 plot load 0.0000E+00 0.0000E+00 0.0000E+00 plot boun 0.0000E+00 0.0000E+00 0.0000E+00 *Macro 1 * loop v: 2.00 4.00 0.00 t= 0.03 0.00 *Macro 2 * tang v: 1.00 0.00 0.00 t= 0.03 0.00 Residual norm = 1.4142136E+01 1.0000000E+00 t= 0.03 0.00 Condition check: D-max 0.2070E+04; D-min 0.2070E+03; Ratio 0.1000E+02 Maximum no. diagonal digits lost: 1 End Triangular Decomposition t= 0.03 0.00 Energy convergence test Maximum = 9.265664026665383E-01 Current = 9.265664026665383E-01 Relative = 1.000000000000000E+00 Tolerance = 1.000000000000000E-16 *Macro 3 * next v: 1.00 2.00 1.00 t= 0.03 0.00 *Macro 2 * tang v: 1.00 0.00 0.00 t= 0.03 0.00 Residual norm = 1.6162290E-14 1.1428465E-15 t= 0.04 0.00 Condition check: D-max 0.2070E+04; D-min 0.2070E+03; Ratio 0.1000E+02 Maximum no. diagonal digits lost: 1 End Triangular Decomposition t= 0.04 0.00 Energy convergence test Maximum = 9.265664026665383E-01 Current = 3.672136381276535E-31 Relative = 3.963165910946696E-31 Tolerance = 1.000000000000000E-16 *Macro 3 * next v: 2.00 2.00 2.00 t= 0.04 0.00 *WARNING* Check for NO CONVERGENCE at time = 0.00000E+00 *Macro 4 * disp all v: 0.00 0.00 0.00 t= 0.04 0.00 feap * * test on solution N o d a l D i s p l a c e m e n t s Time 0.00000E+00 Prop. Ld. 1.00000E+00 Node 1 Coord 2 Coord 1 Displ 2 Displ 1 0.0000E+00 0.0000E+00 0.0000E+00 0.0000E+00 2 1.2500E+00 0.0000E+00 2.7223E-03 0.0000E+00 3 2.5000E+00 0.0000E+00 4.2425E-03 0.0000E+00 4 3.7500E+00 0.0000E+00 3.6476E-03 0.0000E+00 5 5.0000E+00 0.0000E+00 1.0346E-03 0.0000E+00 6 0.0000E+00 1.2500E+00 0.0000E+00 -5.0892E-04 7 1.2500E+00 1.2500E+00 2.4523E-03 5.0178E-04 8 2.5000E+00 1.2500E+00 3.8597E-03 3.4277E-03 9 3.7500E+00 1.2500E+00 3.2417E-03 7.4930E-03 10 5.0000E+00 1.2500E+00 4.4884E-04 1.0503E-02 11 0.0000E+00 2.5000E+00 0.0000E+00 -1.1125E-03 12 1.2500E+00 2.5000E+00 1.2388E-03 7.1837E-04 13 2.5000E+00 2.5000E+00 2.0436E-03 6.4393E-03 14 3.7500E+00 2.5000E+00 1.2486E-03 1.5289E-02 15 5.0000E+00 2.5000E+00 -2.0820E-03 2.2935E-02 16 0.0000E+00 3.7500E+00 0.0000E+00 -1.1678E-03 17 1.2500E+00 3.7500E+00 -2.0091E-03 8.4960E-04 18 2.5000E+00 3.7500E+00 -3.1806E-03 8.5612E-03 19 3.7500E+00 3.7500E+00 -4.9709E-03 2.3515E-02 20 5.0000E+00 3.7500E+00 -9.6341E-03 3.9271E-02 21 0.0000E+00 5.0000E+00 0.0000E+00 1.5409E-04 22 1.2500E+00 5.0000E+00 -6.9223E-03 2.3539E-03 23 2.5000E+00 5.0000E+00 -1.4573E-02 9.7943E-03 24 3.7500E+00 5.0000E+00 -2.1801E-02 3.2893E-02 25 5.0000E+00 5.0000E+00 -2.8500E-02 5.9764E-02 *Macro 5 * stre all v: 0.00 0.00 0.00 t= 0.04 0.00 feap * * test on solution Element Stresses Elmt Mat Angle 11-stress 22-stress 33-stress 12-stress 1-stress 1-coord 2-coord 11-strain 22-strain 33-strain 12-strain 2-stress 1 1 4.1 2.483E+00 8.245E-01 8.268E-01 1.185E-01 2.491E+00 0.625 0.625 2.070E-03 -2.855E-06 0.000E+00 2.963E-04 8.161E-01 2 1 56.9 2.034E+00 2.355E+00 1.097E+00 3.637E-01 2.592E+00 1.875 0.625 1.171E-03 1.572E-03 0.000E+00 9.093E-04 1.797E+00 3 1 82.4 1.165E+00 5.048E+00 1.553E+00 5.243E-01 5.117E+00 3.125 0.625 -4.852E-04 4.368E-03 0.000E+00 1.311E-03 1.096E+00 4 1 87.5 2.845E-01 7.773E+00 2.014E+00 3.229E-01 7.787E+00 4.375 0.625 -2.162E-03 7.198E-03 0.000E+00 8.072E-04 2.706E-01 5 1 10.9 1.710E+00 4.049E-01 5.287E-01 2.605E-01 1.760E+00 0.625 1.875 1.476E-03 -1.548E-04 0.000E+00 6.512E-04 3.548E-01 6 1 50.1 1.578E+00 1.903E+00 8.704E-01 8.988E-01 2.654E+00 1.875 1.875 8.848E-04 1.291E-03 0.000E+00 2.247E-03 8.275E-01 7 1 71.7 1.051E+00 4.962E+00 1.503E+00 1.457E+00 5.445E+00 3.125 1.875 -5.652E-04 4.323E-03 0.000E+00 3.642E-03 5.679E-01 8 1 83.5 2.973E-01 8.730E+00 2.257E+00 9.811E-01 8.843E+00 4.375 1.875 -2.449E-03 8.091E-03 0.000E+00 2.453E-03 1.847E-01 9 1 72.3 -3.576E-01 -8.684E-02 -1.111E-01 9.605E-02 -5.623E-02 0.625 3.125 -3.081E-04 3.034E-05 0.000E+00 2.401E-04 -3.882E-01 10 1 58.9 1.845E-01 1.023E+00 3.018E-01 7.937E-01 1.501E+00 1.875 3.125 -1.467E-04 9.013E-04 0.000E+00 1.984E-03 -2.939E-01 11 1 68.1 4.147E-01 4.553E+00 1.242E+00 1.978E+00 5.346E+00 3.125 3.125 -1.034E-03 4.139E-03 0.000E+00 4.944E-03 -3.783E-01 12 1 81.8 9.289E-02 1.051E+01 2.651E+00 1.541E+00 1.073E+01 4.375 3.125 -3.198E-03 9.825E-03 0.000E+00 3.852E-03 -1.302E-01 13 1 -88.3 -3.835E+00 -7.243E-02 -9.768E-01 -1.113E-01 -6.914E-02 0.625 4.375 -3.573E-03 1.131E-03 0.000E+00 -2.784E-04 -3.838E+00 14 1 -87.2 -3.797E+00 -9.760E-02 -9.736E-01 -1.846E-01 -8.841E-02 1.875 4.375 -3.529E-03 1.095E-03 0.000E+00 -4.615E-04 -3.806E+00 15 1 76.7 -2.631E+00 3.650E+00 2.549E-01 1.573E+00 4.022E+00 3.125 4.375 -3.607E-03 4.244E-03 0.000E+00 3.932E-03 -3.003E+00 16 1 85.2 -6.747E-01 1.252E+01 2.961E+00 1.109E+00 1.261E+01 4.375 4.375 -4.545E-03 1.195E-02 0.000E+00 2.773E-03 -7.673E-01 *Macro 6 * reac all v: 0.00 0.00 0.00 t= 0.04 0.00 feap * * test on solution N o d a l R e a c t i o n s Node 1 dof 2 dof 1 -1.6617E+00 -4.5463E-01 2 0.0000E+00 -1.8848E+00 3 4.4409E-16 -4.5750E+00 4 0.0000E+00 -8.0280E+00 5 2.1945E-17 -5.0576E+00 6 -2.8349E+00 5.5511E-17 7 2.2204E-16 2.2204E-16 8 -4.4409E-16 -1.7764E-15 9 -4.4409E-16 0.0000E+00 10 5.5511E-16 0.0000E+00 11 -1.0136E+00 4.1633E-17 12 0.0000E+00 -1.1102E-16 13 4.4409E-16 4.4409E-16 14 1.1102E-15 -8.8818E-16 15 -1.1102E-16 1.7764E-15 16 2.5279E+00 2.2204E-16 17 2.2204E-16 2.4980E-16 18 -6.3838E-16 4.4409E-16 19 1.3323E-15 -8.8818E-16 20 3.3307E-16 -3.5527E-15 21 2.9823E+00 -2.2053E-16 22 4.4409E-16 -1.3878E-17 23 -4.4409E-16 4.4409E-16 24 -8.8818E-16 1.0000E+01 25 -9.6335E-16 1.0000E+01 Pr.Sum 2.1453E-15 5.3291E-15 Sum 2.1453E-15 5.3291E-15 |Sum| 1.1020E+01 4.0000E+01 Energy: Displacements * Reactions = 9.2656640E-01 *Macro 7 * plot cont v: 2.00 0.00 0.00 t= 0.04 0.00 Minimum is -1.17E-03 Maximum is 5.98E-02 ------ Contour Values for Plot ------ 0.753671E-02 0.162413E-01 0.249458E-01 0.336503E-01 0.423549E-01 0.510594E-01 *Macro 8 * plot load v: 0.00 0.00 0.00 t= 0.04 0.00 *Macro 9 * plot boun v: 0.00 0.00 0.00 t= 0.04 0.00 *End of Macro Execution* t= 0.04 0.01 *End of Macro Execution* t= 0.04 0.01