Output for Cantilever with Material Nonlinearity


MATRIX : "tip_response"

row/col                  1            2            3   
        units          lbf           in          rad   
   1            0.00000e+00  0.00000e+00  0.00000e+00
   2            1.00000e+00  3.92744e-01  1.17261e-02
   3            2.00000e+00  7.85489e-01  2.34522e-02
   4            3.00000e+00  1.17823e+00  3.51782e-02
   5            4.00000e+00  1.57098e+00  4.69043e-02
   6            5.00000e+00  1.96372e+00  5.86304e-02
   7            6.00000e+00  2.35647e+00  7.03565e-02
   8            7.00000e+00  2.74921e+00  8.20826e-02
   9            8.00000e+00  3.14195e+00  9.38086e-02
  10            9.00000e+00  3.53470e+00  1.05535e-01
  11            1.00000e+01  3.92744e+00  1.17261e-01
  12            1.10000e+01  4.32019e+00  1.28987e-01
  13            1.20000e+01  4.71293e+00  1.40713e-01
  14            1.30000e+01  5.10568e+00  1.52439e-01
  15            1.40000e+01  5.49842e+00  1.64165e-01
  16            1.50000e+01  5.89116e+00  1.75891e-01
  17            1.60000e+01  6.28391e+00  1.87617e-01
  18            1.70000e+01  6.67665e+00  1.99343e-01
  19            1.80000e+01  7.06940e+00  2.11069e-01
  20            1.90000e+01  7.46214e+00  2.22795e-01
  21            2.00000e+01  7.85489e+00  2.34522e-01
  22            2.10000e+01  8.24763e+00  2.46248e-01
  23            2.20000e+01  8.64037e+00  2.57974e-01
  24            2.30000e+01  9.03312e+00  2.69700e-01
  25            2.40000e+01  9.42586e+00  2.81426e-01
  26            2.50000e+01  9.81861e+00  2.93152e-01
  27            2.60000e+01  1.02114e+01  3.04878e-01
  28            2.70000e+01  1.06041e+01  3.16604e-01
  29            2.80000e+01  1.09968e+01  3.28330e-01
  30            2.90000e+01  1.13923e+01  3.40112e-01
  31            3.00000e+01  1.17985e+01  3.52113e-01
  32            3.10000e+01  1.22126e+01  3.64280e-01
  33            3.20000e+01  1.26480e+01  3.76898e-01
  34            3.30000e+01  1.30995e+01  3.89858e-01
  35            3.40000e+01  1.35824e+01  4.03491e-01
  36            3.50000e+01  1.41757e+01  4.19460e-01
  37            3.60000e+01  1.47371e+01  4.34790e-01
  38            3.70000e+01  1.53498e+01  4.51236e-01
  39            3.80000e+01  1.60920e+01  4.70451e-01
  40            3.90000e+01  1.69089e+01  4.91468e-01
  41            4.00000e+01  1.77466e+01  5.12848e-01
  42            4.10000e+01  1.87698e+01  5.38251e-01
  43            4.20000e+01  1.98197e+01  5.64351e-01
  44            4.30000e+01  2.10418e+01  5.94364e-01
  45            4.40000e+01  2.23835e+01  6.26887e-01
  46            4.50000e+01  2.38841e+01  6.63446e-01
  47            4.60000e+01  2.54065e+01  7.00329e-01
  48            4.70000e+01  2.71417e+01  7.41960e-01
  49            4.80000e+01  2.89230e+01  7.84911e-01
  50            4.90000e+01  3.07766e+01  8.29605e-01
  51            5.00000e+01  3.28005e+01  8.78541e-01
  52            5.10000e+01  3.49738e+01  9.31234e-01
  53            5.20000e+01  3.71984e+01  9.84861e-01
  54            5.30000e+01  3.94586e+01  1.03970e+00
  55            5.40000e+01  4.18604e+01  1.09819e+00
  56            5.50000e+01  4.42746e+01  1.15702e+00
  57            5.60000e+01  4.68229e+01  1.21927e+00
  58            5.70000e+01  4.94400e+01  1.28374e+00
  59            5.80000e+01  5.21172e+01  1.34977e+00
  60            5.90000e+01  5.48012e+01  1.41595e+00
  61            6.00000e+01  5.75442e+01  1.48383e+00

MATRIX : "displacement"

row/col                  1            2            3            4            5            6   
        units           in           in           in           in           in           in   
   1            0.00000e+00  0.00000e+00  0.00000e+00  0.00000e+00  0.00000e+00  0.00000e+00
   2            5.85510e-02  1.17102e-01  1.76943e-01  3.28302e-01  7.61562e-01  1.31043e+00
   3            2.22637e-01  4.45274e-01  6.70852e-01  1.17720e+00  2.68367e+00  4.76065e+00
   4            4.80531e-01  9.61062e-01  1.44619e+00  2.42580e+00  5.34782e+00  9.68580e+00
   5            8.20508e-01  1.64102e+00  2.46777e+00  4.00474e+00  8.49893e+00  1.55073e+01
   6            1.23084e+00  2.46168e+00  3.70042e+00  5.86510e+00  1.20116e+01  2.18580e+01
   7            1.69981e+00  3.39961e+00  5.10896e+00  7.95998e+00  1.58176e+01  2.85730e+01
   8            2.21567e+00  4.43135e+00  6.65822e+00  1.02425e+01  1.98581e+01  3.55695e+01
   9            2.76672e+00  5.53344e+00  8.31301e+00  1.26657e+01  2.40746e+01  4.27771e+01
  10            3.34122e+00  6.68244e+00  1.00382e+01  1.51827e+01  2.84082e+01  5.01255e+01
  11            3.92744e+00  7.85489e+00  1.17985e+01  1.77466e+01  3.28005e+01  5.75442e+01

MATRIX : "rotation"

row/col                  1            2            3            4            5            6   
        units          rad          rad          rad          rad          rad          rad   
   1            0.00000e+00  0.00000e+00  0.00000e+00  0.00000e+00  0.00000e+00  0.00000e+00
   2            2.22795e-02  4.45591e-02  6.71688e-02  1.21392e-01  2.82832e-01  4.96518e-01
   3            4.22139e-02  8.44278e-02  1.26972e-01  2.11288e-01  4.67862e-01  8.56674e-01
   4            5.98030e-02  1.19606e-01  1.79739e-01  2.83017e-01  5.85803e-01  1.08897e+00
   5            7.50469e-02  1.50094e-01  2.25471e-01  3.43993e-01  6.67236e-01  1.22318e+00
   6            8.79456e-02  1.75891e-01  2.64167e-01  3.95588e-01  7.31965e-01  1.30772e+00
   7            9.84991e-02  1.96998e-01  2.95827e-01  4.37802e-01  7.84732e-01  1.37126e+00
   8            1.06707e-01  2.13415e-01  3.20452e-01  4.70635e-01  8.25773e-01  1.42051e+00
   9            1.12570e-01  2.25141e-01  3.38041e-01  4.94087e-01  8.55089e-01  1.45569e+00
  10            1.16088e-01  2.32176e-01  3.48595e-01  5.08158e-01  8.72678e-01  1.47680e+00
  11            1.17261e-01  2.34522e-01  3.52113e-01  5.12848e-01  8.78541e-01  1.48383e+00

MATRIX : "curvature"

row/col                  1            2            3            4            5            6   
        units     1/in/rad     1/in/rad     1/in/rad     1/in/rad     1/in/rad     1/in/rad   
   1            4.45591e-03  8.91182e-03  1.34338e-02  2.42783e-02  5.65663e-02  9.93035e-02
   2            3.98687e-03  7.97373e-03  1.19606e-02  1.79794e-02  3.70060e-02  7.20312e-02
   3            3.51782e-03  7.03565e-03  1.05535e-02  1.43458e-02  2.35882e-02  4.64596e-02
   4            3.04878e-03  6.09756e-03  9.14634e-03  1.21951e-02  1.62866e-02  2.68426e-02
   5            2.57974e-03  5.15947e-03  7.73921e-03  1.03189e-02  1.29458e-02  1.69068e-02
   6            2.11069e-03  4.22139e-03  6.33208e-03  8.44278e-03  1.05535e-02  1.27088e-02
   7            1.64165e-03  3.28330e-03  4.92495e-03  6.56660e-03  8.20826e-03  9.84991e-03
   8            1.17261e-03  2.34522e-03  3.51782e-03  4.69043e-03  5.86304e-03  7.03565e-03
   9            7.03565e-04  1.40713e-03  2.11069e-03  2.81426e-03  3.51782e-03  4.22139e-03
  10            2.34522e-04  4.69043e-04  7.03565e-04  9.38086e-04  1.17261e-03  1.40713e-03

===========================
Nonlinear Analysis Complete
===========================


Developed in March 1998 by Mark Austin
Last Modified March 19, 1998
Copyright © 1998, Mark Austin, Department of Civil Engineering, University of Maryland