This paper contains a numerical analysis of a cracked pin-loaded tube. The
relationship between the various methods of calculating 'total' or 'equival
ent' strew intensity factors is discussed and the reliability of using J co
ntour integral results is shown. Trends in the stress intensity factors K-I
, K-II, K-III and K-e are found and the changes in these factors for change
s in the profile and length of the crack are explained. A set of 'best-case
' curves reflecting the profile of the crack in the experimental work and t
he method of selecting these cases is shown; these will be used for compari
son with experimental data in a companion paper, Part 2, which follows.