# This file contains the starting filenames, variables etc
# for the Crack Propagation programs. It should be edited by the
# user before each simulation run. It can also be generated from web
# page at: to be determined
#
#TYPE= plate_surface_flaw #with or without weld using ACTIVATEs:
#ACTIVATE_MmMb= 1 # Deactivate = 0
#ACTIVATE_MkmMkb= 1
#ACTIVATE_fw= 1
# #Other #TYPE= options:
# # plate_long_surface_flaw
# # plate_tru_flaw
# # plate_embedded_flaw
# # plate_edge_flaw
# #
# # pipe_inside_flaw
# # pipe_full_inside_flaw
# # pipe_full_outside_flaw
# #
# # rod_surface_flaw
# # rod_full_outside_flaw
# # These problem types are used to pull in the
# # appropriate Fw, Mm, Mb, files etc.
# The factors described in this section may be ignored if not applicable to
# the particular problem type described above.
# (All dimensions in mm)
#B= 20. # plate thickness
#W= 105. # plate width (estimated from Fig 1a and crack size of 30
#ri= 00. # Internal diameter if pipe problem. Ignored if not pipe
#azero= 0.5 # initial crack depth
#czero= 1.0 # initial 1/2 crack width at surface
#L= 55. # Weld Feature width. Ignored if ACTIVATE_MkmMkb= 0 (above)
# was estimated as 60, too big, reduced to 55.
#HISTORYFILE= heulerSeegerStress.his # historyFileName
# # Adjustments to load file variables:
# # Note that the MEANADD (below) is added AFTER the MAGFACTOR is applied.
#MAGFACTOR_m= 1.0 # Multiply factor on membrane load. Result should be MPa
#MAGFACTOR_b= 1.0 # Multiply factor on bending load term. Result should be MPa
#MEANADD_m= 0.0 # Mean shift in MPa added to membrane stress.
#MEANADD_b= 0.0 # Mean shift in MPa added to bending stress.
#MAXREPS= 1000000 # Max no. history repeats in simulation.
# # One repetition or application of the load history is
# # also called a "block" of cycles.
TERIAL= merged_a36_fitted.html #File name of material fitted data
# This file is used to define the cyclic
# stress-strain curve, and the Neuber Product curve.
#
#DADN= table # Can be "table" or "Paris"
#DADN_PARIS= 0.0 0.0 0.0 0.0 none # Kth a m Kc units (ignored if #DADN= table )
# !! specify: mpa_m or ksi_in or mpa_mm
# ksi_in: ksi stress, inch crack length, inches in delta_K
# mpa_m: mpa stress, m crack length, meters in delta_K
# mpa_mm: mpa stress, mm crack length, mm in delta_K
# same as N/(mm**(3/2)
#DADN_TABLE= a36+1015.dadn # da/dN digitized da/dN curve for material,
# including the threshold, and KIc.
# If a threshold exists, put in a vertical line
# (with two identical X-axis points).
# If the threshold needs to be "turned off" then
# do NOT put in a vertical line at low da/dN.
# (Ignored when #DADN= PARIS )
#
#FAD Stuff:
#TensileFile= a36_Mattos_mono_engrSS_FLAT.txt #enter "none" if no FAD
#PmEOL= 70. #Set these so that Pm+Pb= 0.82*Syield for default.
#PbEOL= 100.
#Kmat= 1675.
#PinJoint= 0 #Set = 1 if struture is pinJointed (for bending)
#
#BLOCKSKIP= 1.0 percent # At the end of each block check if the previous
# two blocks of cycles had similar damage (crack
# extension) within this percentage. If TRUE then
# simply skip the simulation of the next block,
# but just add the expected damage. Continue by
# simulating the block after the skip.
# A value of 0.0 will disallow skipping blocks.
#SAVELEVEL= 0 #Amount of output saved to disk:
# # 3=lots 2=medium 1=minimal
# # 0= save #crk= data into binary direct access file only
# # No #crk= data will be written into the text logfile.
# # Use for large output files with lots of cycles.