Corrosion of steel dowels in concrete pavements reduces their useful servic
e life and creates considerable maintenance and repair expenditures for con
crete pavements. Glass fiber-reinforced polymer (GFRP) dowel bars are a pos
sible maintenance-free alternative that will potentially reduce the overall
life cycle cost of pavements, especially in corrosive environments. This p
aper describes the performance of GFRP dowel bars under static and cyclic l
oads. Dowels were used for a slab/joint model rested under laboratory condi
tions. The rest variables included two different base support levels and tw
o GFRP dowel types in addition to standard epoxy-coated steel dowels. GFRP
dowels with a 38 mm diameter were used in this study to replace the 32 mm d
iameter epoxy-coated steel dowels. This paper also discusses the results of
a field application in which three types of GFRP dowels were installed in
a newt concrete pavement highway in Winnipeg, Manitoba, Canada. The field p
erformance of doweled joints has been verified under dynamic load testing.