Consideration of fatigue is generally an important aspect of the design of
metallic bellows expansion joints. These components are subject to displace
ment loading which frequently results in cyclic strains well beyond the pro
portional limit for the material. At these high-strain levels, plastic stra
in concentration occurs. Current design practice relies on use of empirical
fatigue curves based on bellows testing. Prediction of fatigue behavior ba
sed on the combination of analysis and polished bar fatigue data is not con
sidered to be reliable. One of the reasons for the unreliability is plastic
strain concentration. It is shown that the difference between bellows and
polished bar fatigue behavior, as well as the difference between reinforced
and unreinforced bellows, can be largely attributed to this strain concent
ration. Further, it is shown that fatigue life of bellows can be better pre
dicted by partitioning the bellows fatigue data based on a geometry paramet
er. (C) 2001 Elsevier Science Ltd. All rights reserved.