Glass fiber-reinforced polymer dowels for concrete pavements

Citation
D. Eddie et al., Glass fiber-reinforced polymer dowels for concrete pavements, ACI STRUC J, 98(2), 2001, pp. 201-206
Citations number
10
Categorie Soggetti
Civil Engineering
Journal title
ACI STRUCTURAL JOURNAL
ISSN journal
08893241 → ACNP
Volume
98
Issue
2
Year of publication
2001
Pages
201 - 206
Database
ISI
SICI code
0889-3241(200103/04)98:2<201:GFPDFC>2.0.ZU;2-W
Abstract
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.