Output for Material Softening Bar Problem
* Column [1] -- resistant force *
* Column [2] -- total elongation *
* Column [3] -- element elongation 1 *
* Column [4] -- element elongation 2 *
MATRIX : "response"
row/col 1 2 3 4
units N cm cm cm
1 0.00000e+00 0.00000e+00 0.00000e+00 0.00000e+00
2 1.00000e+00 5.97222e-01 2.22222e-01 3.75000e-01
3 2.00000e+00 1.19444e+00 4.44444e-01 7.50000e-01
4 3.00000e+00 1.79167e+00 6.66667e-01 1.12500e+00
5 4.00000e+00 2.38889e+00 8.88889e-01 1.50000e+00
6 5.00000e+00 2.98611e+00 1.11111e+00 1.87500e+00
7 6.00000e+00 3.58333e+00 1.33333e+00 2.25000e+00
8 7.00000e+00 4.18056e+00 1.55556e+00 2.62500e+00
9 8.00000e+00 4.77778e+00 1.77778e+00 3.00000e+00
10 9.00000e+00 5.37500e+00 2.00000e+00 3.37500e+00
11 1.00000e+01 5.97222e+00 2.22222e+00 3.75000e+00
12 1.10000e+01 6.56944e+00 2.44444e+00 4.12500e+00
13 1.20000e+01 7.16667e+00 2.66667e+00 4.50000e+00
14 1.30000e+01 7.76389e+00 2.88889e+00 4.87500e+00
15 1.40000e+01 8.36111e+00 3.11111e+00 5.25000e+00
16 1.50000e+01 8.95833e+00 3.33333e+00 5.62500e+00
17 1.60000e+01 9.55556e+00 3.55556e+00 6.00000e+00
18 1.70000e+01 1.01528e+01 3.77778e+00 6.37500e+00
19 1.80000e+01 1.07500e+01 4.00000e+00 6.75000e+00
20 1.90000e+01 1.13472e+01 4.22222e+00 7.12500e+00
21 2.00000e+01 1.19444e+01 4.44444e+00 7.50000e+00
22 2.10000e+01 1.25417e+01 4.66667e+00 7.87500e+00
23 2.20000e+01 1.31389e+01 4.88889e+00 8.25000e+00
24 2.30000e+01 1.37361e+01 5.11111e+00 8.62500e+00
25 2.40000e+01 1.43333e+01 5.33333e+00 9.00000e+00
26 2.50000e+01 1.49306e+01 5.55556e+00 9.37500e+00
27 2.60000e+01 1.55278e+01 5.77778e+00 9.75000e+00
28 2.70000e+01 1.61250e+01 6.00000e+00 1.01250e+01
29 2.80000e+01 1.67222e+01 6.22222e+00 1.05000e+01
30 2.90000e+01 1.73194e+01 6.44444e+00 1.08750e+01
31 3.00000e+01 1.79167e+01 6.66667e+00 1.12500e+01
32 2.99000e+01 1.81014e+01 6.88889e+00 1.12125e+01
33 2.89000e+01 1.99486e+01 9.11111e+00 1.08375e+01
34 2.79000e+01 2.17958e+01 1.13333e+01 1.04625e+01
35 2.69000e+01 2.36431e+01 1.35556e+01 1.00875e+01
36 2.59000e+01 2.54903e+01 1.57778e+01 9.71250e+00
37 2.49000e+01 2.73375e+01 1.80000e+01 9.33750e+00
38 2.39000e+01 2.91847e+01 2.02222e+01 8.96250e+00
39 2.29000e+01 3.10319e+01 2.24444e+01 8.58750e+00
40 2.19000e+01 3.28792e+01 2.46667e+01 8.21250e+00
41 2.09000e+01 3.47264e+01 2.68889e+01 7.83750e+00
42 1.99000e+01 3.65736e+01 2.91111e+01 7.46250e+00
43 1.89000e+01 3.84208e+01 3.13333e+01 7.08750e+00
44 1.79000e+01 4.02681e+01 3.35556e+01 6.71250e+00
45 1.69000e+01 4.21153e+01 3.57778e+01 6.33750e+00
46 1.59000e+01 4.39625e+01 3.80000e+01 5.96250e+00
===========================
Nonlinear Analysis Complete
===========================
Developed in March 1998 by Mark Austin
Last Modified March 5, 1998
Copyright © 1998, Mark Austin,
Department of Civil Engineering,
University of Maryland