SAE Standard Data File format

#SAE Standard Data File format # #

Pick one: #FDE_plot #FDE_fit # #
The FD&E file goes below. Feel free to cut/paste/edit: #

#<pre>
#Copyright (C) 1999  University of Waterloo and F.A. Conle
#This data file is free software; you can redistribute it and/or
#modify it under the terms of the GNU General Public License as
#published by the Free Software Foundation; either version 2 of the
#license, or (at your option) any later version.
#This data file is distributed in the hope that it will be useful,
#but WITHOUT ANY WARRANTY; without even the implied warranty of
#MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE.  See the
#GNU General PUblic License for more details.
#You should have received a copy of the GNU General PUblic License
#along with this program; if not, write to the Free Software
#Foundation, Inc., 59 Temple Place - Suite 330, Boston, MA 02111-1307, USA
#Try also their web site: http://www.gnu.org/copyleft/gpl.html
#
# CSA G40.21-50A, Stelco Struct. Steel, or ASTM-A588 Grade C, tested
# transv. to rolling dir., 23%elong in 8in., Round samples, threaded,
# polished with emery paper. 0.12C, 1.07Mn .008P .028S .25Si .29Cu .31Ni
# 0.37Cr 0.02V,  Ref. F.A.Conle, PhD thesis U.ofWaterloo, 1979.
# Hb 160 estimated
# -Initially overstrained +-1% for 10 cycles, and combined with non-os data
# - at higher levels  (the last 5 points had initial o/s)
#Fn= 510      # XSHR
#FileType= strain_life
#DataType= raw
#TIMEcol= 0
#NAME=  ASTM-A588C
#NAME=  G40.21-50A_Steel
#Stress_units= ksi
#Strain_units= strain
#Su=       78.00
#Sy=       53.00
#E=       30000.
#%RA=   66.9
#BHN= 160.
#NO. FAT. PTS.=  15
#Tot Strain    2Nf  Stress  Mean   Plastic Strain   Initial
#  Amp               Amp   Stress      Amp        Elastic Mod.
  0.011900      2270.  68.50    0.  0.009600       30000.
  0.005200     14930.  58.50    0.  0.003250       30000.
  0.005000     17710.  57.80    0.  0.003060       30000.
  0.004000     27844.  53.90    0.  0.002200       30000.
  0.004000     36722.  54.60    0.  0.002180       30000.
  0.004000     23876.  56.00    0.  0.002180       30000.
  0.003200     67580.  49.80    0.  0.001540       30000.
  0.002540    141000.  45.20    0.  0.001040       30000.
  0.002500    132896.  47.40    0.  0.000920       30000.
  0.002500    160382.  47.60    0.  0.000910       30000.
  0.002000    289800.  43.00    0.  0.000570       30000.
  0.001700    704800.  41.00    0.  0.000330       30000.
  0.001700    554000.  41.50    0.  0.000320       30000.
  0.001600   1108000.  40.00    0.  0.000270       30000.
  0.001500   5691000.  39.00    0.  0.000200       30000.

#Here is the bottom part of the html  graph/calc wrapper-----------
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