Connections between structural members are critical elements that typically
govern the performance of structural systems; hence, techniques for monito
ring the condition of connections are needed to provide early warning of st
ructural damage. Plastic hinge formation in fasteners frequently occurs in
timber connections when the yield capacity is exceeded. An innovative pulse
echo testing technique was developed for detecting the formation of a plas
tic hinge in bolted timber connections and estimating the associated magnit
ude of connection displacement. A shift in overall signal centroid proved t
o be the best predictor of plastic hinge formation, with a coefficient of d
etermination (R-2) of 0.9. As the plastic hinge angle increased, the signal
centroid shifted to the right since a higher proportion of pulse energy wa
s forced to undergo multiple transverse wave reflections caused by the defo
rmed geometry of the bolt. Because the determination of a shift in signal c
entroid requires the availability of prior test information for the initial
ly undeformed fastener, an alternate linear relationship between echo ampli
tude ratios and plastic hinge formation was also proposed with an adjusted
R-2 of 0.87. This three parameter regression equation had the advantages of
requiring no prior testing information and eliminating ambiguity in signal
analysis associated with selection of echo start and aid points. Plastic h
inge formation was correlated with connection ductility, magnitude of conne
ction overload and energy based measures of connection damage to assess res
idual connection capacity.