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