This paper presents mechanical, microstructural and physical characterization of glass fibre-reinforced polymer (GFRP) rods used as dowels for concrete pavement exposed to different types of conditionings. Two types of GFRP dowels fabricated with polyester and vinylester resins were studied. GFRP dowels were exposed to different alkaline and saline solutions at 23 °C during 90 days to simulate the effect of the concrete environment. GFRP dowels were also subjected to cyclic freezing and thawing. The measured short beam shear strengths and flexural modulus of elasticity of the GFRP dowels before and after exposure were considered as a measure of the durability performance of the specimens. In addition, Fourier transform infrared spectroscopy, differential scanning calorimetry and scanning electron microscopy were used to characterize the aging effect on the GFRP dowels. The results showed the very high long-term durability of vinylester GFRP dowels exposed to tap water, CaCl2, NaOH and CaOH2 solutions, and to freeze/thaw cycles. On the other hand, the test results have shown that polyester-based GFRP dowels present an uncertain stability in the different environments simulating the field service conditions, due to plasticizing and/or irreversible chemical degradation of the polymer matrix.
This is a preview of subscription content, log in to check access.
The authors thank the Natural Sciences and Engineering Research Council of Canada (NSERC), the Ministry of Transportation of Quebec (Pavement Division), the Center for Applied Research on Polymers (CREPEC), the Fonds québécois de la recherche sur la nature et les technologies (FQRNT), and Pultrall Inc. for their support.
Abeysinghe HP, Edwards W, Pritchard G, Swampillai GJ (1982) Degradation of crosslinked resins in water and electrolyte solutions. Polymer 23:1785–1790CrossRefGoogle Scholar
Abo-Qudais SA, Al-Qadi IL (2000) Dowel bars corrosion in concrete pavement. Can J Civ Eng 27:1240–1247CrossRefGoogle Scholar
Apicella A, Migliaresi C, Nicodemo L, Nicolais L, Iaccarino L, Roccotelli S (1982) Water sorption and mechanical properties of a glass-reinforced polyester resin. Composites 13:406–410CrossRefGoogle Scholar
Ashbee KHG, Wyatt RC (1969) Water damage in glass fibre/resin composites. Proc R Soc Lond A 312:553–564CrossRefGoogle Scholar
Ashbee KHG, Frank FC, Wyatt RC (1967) Water damage in polyester resins. Proc R Soc Lond Ser A 300:415–419CrossRefGoogle Scholar
Biscaia Hugo C, Silva Manuel AG, Chastre Carlos (2014) An experimental study of GFRP-to-concrete interfaces submitted to humidity cycles. Compos Struct 110:354–368CrossRefGoogle Scholar
Bradshaw RD, Brinson LC (1997) Physical aging in polymers and polymer composites: an analysis and method for time-aging time superposition. Polym Eng Sci 37:31–44CrossRefGoogle Scholar
Chen Y, Davalos JF, Ray I, Kim H-Y (2007) Accelerated aging tests for evaluations of durability performance of FRP reinforcing bars for concrete structures. Compos Struct 78:101–111CrossRefGoogle Scholar
Coomarasamy A, Goodman S (1999) Investigation of the durability characteristics of fiber reinforced plastic (FRP) materials in concrete environment. J Thermoplast Compos Mater 12:214–226CrossRefGoogle Scholar
Davalos JF, Chen Y, Ray I (2008) Effect of FRP bar degradation on interface bond with high strength concrete. Cem Concrete Compos 30:722–730CrossRefGoogle Scholar
HITEC (1998) HITEC evaluation plan for fiber reinforced polymer composite dowel bars and stainless dowel bars. Ohio Department of Transportation, LebanonGoogle Scholar
Karbhari V, Stachowsky C, Wu L (2007) Durability of pultruded E-glass/vinylester under combined hygrothermal exposure and sustained bending. J Compos Constr 19:665–673Google Scholar
Mauricio M, Cruz CJ, Jieying Z, Harvey JT, Monteiro PJM (2005) Laboratory evaluation of corrosion resistance of steel dowels in concrete pavements. University of California, BerkeleyGoogle Scholar
Montaigu M, Robert M, Ahmed E, Benmokrane B (2013) Laboratory characterization and evaluation of durability performance of new polyester and vinylester E-glass GFRP dowels for jointed concrete pavement. J Compos Constr 17:176–187CrossRefGoogle Scholar
Murphy K, Zhang S, Karbhari VM (1999) Effect of concrete based alkaline solutions on short term response of composites. In: Proceedings of the 44th International SAMPE symposium and exhibition, Long Beach, CA. Society for the Advancement of Material and Process EngineeringGoogle Scholar
Park C-G, Jang C-I, Lee S-W, Won J-P (2008) Microstructural investigation of long-term degradation mechanisms in GFRP dowel bars for jointed concrete pavement. J Appl Polym Sci 108:3128–3137CrossRefGoogle Scholar
Prian L, Barkatt A (1999) Degradation mechanism of fiber-reinforced plastics and its implications to prediction of long-term behavior. J Mater Sci 34:3977–3989CrossRefGoogle Scholar
Robert M, Benmokrane B (2010) Effect of aging on bond of GFRP bars embedded in concrete. Cem Concr Compos 32:461–467CrossRefGoogle Scholar
Robert M, Cousin P, Benmokrane B (2009) Durability of GFRP reinforcing bars embedded in moist concrete. J Compos Constr 13:66–73CrossRefGoogle Scholar
Suda K, Misra S, Motohashi K (1993) Corrosion products of reinforcing bars embedded in concrete. Corros Sci 35:1543–1549CrossRefGoogle Scholar