A steel bridge hanger with three fatigue cracks was monitored for acou
stic emission (AE) using combined source location, strain gauge monito
ring, and waveform analysis. AE activities from all three cracks were
clearly identified and classified as crack growth or noise signals usi
ng location, strain magnitude, position on strain cycle, and uniquenes
s of waveforms as the primary criteria. A vast majority of AE from the
cracks was found to be due to crack face rubbing and the crushing of
corrosion products between the crack faces while limited crack growth
emissions were detected. Results from laboratory tests on A588 compact
tension specimens under variable-amplitude tension-tension fatigue lo
ading were used to aid in interpreting AE data from the hanger. Crack
growth AEs from these tests were detected only on overload cycles most
ly above 92% of the maximum load while AE due to crack face rubbing oc
curred throughout the load cycle.