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