Technical Papers
Sep 25, 2018

Field Durability Study of Vinyl-Ester–Based GFRP Rebars in Concrete Bridge Barriers

Publication: Journal of Bridge Engineering
Volume 23, Issue 12

Abstract

Val-Alain Bridge on Highway 20 East is the first bridge in Canada in which the concrete deck and barrier walls were fully reinforced with vinyl-ester–based glass-fiber–reinforced polymer (GFRP) bars. Built in 2004, this bridge was considered as the prototype for bridges built thereafter by the Québec Ministry of Transport (MTQ). In 2015, concrete core samples containing GFRP bars were taken from the bridge barrier wall to assess the durability of the high-performance concrete and bars. The mechanical and physicochemical properties of the concrete and GFRP bars were assessed and compared with the material properties measured during bridge construction. In addition, the durability of the GFRP bars was assessed based on the performance of the reference samples from the same production lot of the bars used in reinforcing the Val-Alain Bridge. The results reveal no significant changes in the physicochemical properties as well as microstructure of the concrete and vinyl-ester–based GFRP bars sampled from the bridge barriers after 11 years of service exposure to wet–dry cycles, freeze–thaw cycles, and deicing salts.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors would like to express their special thanks and gratitude to the Québec Ministry of Transportation (MTQ), the Natural Science and Engineering Research Council of Canada (NSERC), the Canada Research Chair in Advanced FRP Composite Materials for Civil Structures, the NSERC Research Chair in FRP Reinforcement for Concrete Infrastructure, the Fonds de la recherche du Québec en nature et technologies (FRQ-NT), and the technical staff of the materials/structural lab in the Department of Civil Engineering at the University of Sherbrooke. The authors are also grateful to Nexus Metrology, a division of Trikon Technologies (Toronto), for performing the µCT scan, and they would like to mention that the GFRP bars (production lot MC-15-008) were manufactured by Pultrall Inc. (Thetford Mines, Québec).

References

AASHTO. 2009a. AASHTO LRFD bridge design guide specifications for GFRP-reinforced concrete bridge decks and traffic railings (GFRP-1). 1st ed. Washington, DC: AASHTO.
AASHTO. 2009b. Standard method of test for sampling and testing for chloride ion in concrete and concrete raw materials. AASHTO T-260. Washington, DC: AASHTO.
ACI (American Concrete Institute). 2008. Specification for carbon & glass fiber-reinforced polymer bar materials for concrete reinforcement (metric). ACI 440.6M-08. Farmington Hills, MI: ACI.
ACI (American Concrete Institute). 2015. Guide for the design and construction of structural concrete reinforced with fiber-reinforced polymer bars. ACI 440.1R-15. Farmington Hills, MI: ACI.
Ahmad, S. 2003. “Reinforcement corrosion in concrete structures, its monitoring and service life prediction–A review.” Cem. Concr. Compos. 25 (4–5): 459–471. https://doi.org/10.1016/S0958-9465(02)00086-0.
Ahmed, E., B. Benmokrane, and M. Sansfaçon. 2017. “Case study: Design, construction, and performance of the La Chancelière parking garage’s concrete flat slabs reinforced with GFRP bars.” J. Compos. Constr. 21 (1): 05016001. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000656.
Andrews-Phaedonos, F. 2008. “Test methods for assessing durability.” Concr. Aust. 34 (4): 25–31.
ASTM. 2009. Standard test method for dye penetration of solid fiberglass reinforced pultruded stock. D5117-09. West Conshohocken, PA: ASTM.
ASTM. 2010. Standard test method for water absorption of plastics. D570-98. West Conshohocken, PA: ASTM.
ASTM. 2012a. Standard guide for petrographic examination of aggregates for concrete. C295-12. West Conshohocken, PA: ASTM.
ASTM. 2012b. Standard guide for quantitative analysis by energy-dispersive spectroscopy. E1508-12a. West Conshohocken, PA: ASTM.
ASTM. 2013a. Standard practice for general techniques for obtaining infrared spectra for qualitative analysis. E1252-98. West Conshohocken, PA: ASTM.
ASTM. 2013b. Standard test method for density, absorption, and voids in hardened concrete. C642-13. West Conshohocken, PA: ASTM.
ASTM. 2013c. Standard test methods for density and specific gravity (relative density) of plastics by displacement. D792-13. West Conshohocken, PA: ASTM.
ASTM. 2013d. Standard test method for pH of soils. D4972-13. West Conshohocken, PA: ASTM.
ASTM. 2014. Standard test method for assignment of the glass transition temperatures by differential scanning calorimetry. E1356-08. West Conshohocken, PA: ASTM.
ASTM. 2015. Standard test methods for constituent content of composite materials. D3171-15. West Conshohocken, PA: ASTM.
ASTM. 2016a. Standard test method for apparent horizontal shear strength of pultruded reinforced plastic rods by the short-beam method. D4475-02. West Conshohocken, PA: ASTM.
ASTM. 2016b. Standard test method for microscopical determination of parameters of the air-void system in hardened concrete. C457-16. West Conshohocken, PA: ASTM.
ASTM. 2017a. Standard specification for solid round glass fiber reinforced polymer bars for concrete reinforcement. D7957/D7957M-17. West Conshohocken, PA: ASTM.
ASTM. 2017b. Standard test method for electrical indication of concrete’s ability to resist chloride ion penetration. C1202-17. West Conshohocken, PA: ASTM.
Bank, L. C., R. T. Gentry, B. P. Thompson, and J. S. Russell. 2003. “A model specification for FRP composites for civil engineering structures.” Constr. Build. Mater. J. 17 (6–7): 405–437. https://doi.org/10.1016/S0950-0618(03)00041-2.
Bartlett, F. M., and J. G. MacGregor. 1996. “Statistical analysis of the compressive strength of concrete in structures.” ACI Mater. J. 93 (2): 158–168. https://doi.org/10.14359/1353.
Behnood, A., K. Van Tittelboom, and N. De Belie. 2016. “Methods for measuring pH in concrete: A review.” Constr. Build. Mater. 105 (Feb): 176–188. https://doi.org/10.1016/j.conbuildmat.2015.12.032.
Benmokrane, B., A. H. Ali, H. M. Mohamed, A. El-Safty, and A. C. Manalo. 2017a. “Laboratory assessment and durability performance of vinyl-ester, polyester, and epoxy glass-FRP bars for concrete structures.” Compos. Part B 114 (Apr): 163–174. https://doi.org/10.1016/j.compositesb.2017.02.002.
Benmokrane, B., M. Eisa, S. El-Gamal, D. Thébeau, and E. El-Salakawy. 2008. “Pavement system suiting local conditions.” Concr. Int. 30 (11): 34–39.
Benmokrane, B., E. El-Salakawy, and E. Ahmed, eds. 2017b. “Durability and sustainability of fibre reinforced polymer (FRP) composites for construction & rehabilitation .” In Proc., Fifth Int. Conf. on Durability of Fibre Reinforced Polymer (FRP) Composites for Construction and Rehabilitation of Structures, 400. Canada: CDCC.
Benmokrane, B., E. El-Salakawy, S. El-Gamal, and S. Goulet. 2007. “Construction and testing of an innovative concrete bridge deck totally reinforced with glass FRP bars: Val-Alain Bridge on Highway 20 East.” J. Bridge. Eng. 12 (5): 632–645. https://doi.org/10.1061/(ASCE)1084-0702(2007)12:5(632).
Benmokrane, B., E. F. El-Salakawy, G. Desgagné, and T. Lackey. 2004. “Building a new generation of concrete bridge decks using FRP bars.” Concr. Int. 26 (8): 84–90.
Benmokrane, B., A. Manalo, J. Bouhet, K. Mohamed, and M. Robert. 2017c. “Effects of diameter on the durability of glass fiber–reinforced-polymer bars conditioned in alkaline solution.” J. Compos. Constr. 21 (5): 04017040. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000814.
Benmokrane, B., P. Wang, T. Ton-That, H. Rahman, and J. Robert. 2002. “Durability of glass fiber-reinforced polymer reinforcing bars in concrete environment.” J. Compos. Constr. 6 (3): 143–155. https://doi.org/10.1061/(ASCE)1090-0268(2002)6:3(143).
Clemeña, G. G. 2002. Testing of selected metallic reinforcing bars for extending the service life of future concrete bridges: Summary of conclusions and recommendations, 11. Charlottesville, VA: Virginia Transportation Research Council.
CSA (Canadian Standards Association). 2010. Specification for fibre-reinforced polymers. CAN/CSA-S807-10. Rexdale, ON, Canada: CSA.
CSA (Canadian Standards Association). 2014a. Canadian highway bridge design code. CAN/CSA-S6-14. Rexdale, ON, Canada: CSA.
CSA (Canadian Standards Association). 2014b. Concrete materials and methods of concrete construction/test methods and standard practices for concrete. CAN/CSA A23.1-14/A23.2-14. Rexdale, ON, Canada: CSA.
CSA (Canadian Standards Association). 2014c. Obtaining and testing drilled cores for compressive strength testing. CAN/CSA-A23.2-14C. Rexdale, ON, Canada: CSA.
Davalos, J. F., Y. Chen, and I. Ray. 2011. “Long-term durability prediction models for GFRP bars in concrete environment.” J. Compos. Mater. 46 (16): 1899–1914. https://doi.org/10.1177/0021998311427777.
El-Salakawy, E. F., B. Benmokrane, and F. Brière. 2005. “Glass FRP composite bars for concrete bridge barriers.” Sci. Eng. Compos. Mater. 12 (3): 167–192.
El-Salakawy, E. F., B. Benmokrane, R. Masmoudi, F. Brière, and E. Beaumier. 2003. “Concrete bridge barriers reinforced with glass fiber-reinforced polymer composite bars.” ACI Struct. J. 100 (6): 815–824.
Gooranorimi, O., and A. Nanni. 2017. “GFRP reinforcement in concrete after 15 years of service.” J. Compos. Constr. 21 (5): 04017024. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000806.
ISIS Canada Research Network. 2001. Reinforcing concrete structures with fibre reinforced polymers: Design Manual No. 3, 123. Winnipeg, Canada: ISIS Canada, Intelligent Sensing for Innovative Structures.
Karbhari, V. 2007. Durability of composites for civil structural applications. Cambridge, UK: Woodhead Publishing.
Karbhari, V., J. Chin, D. Hunston, B. Benmokrane, T. Juska, R. Morgan, J. Lesko, V. Sorathia, and D. Reynaud. 2003. “Durability gap analysis for fiber-reinforced polymer composites in civil infrastructure.” J. Compos. Constr. 7 (3): 238–247. https://doi.org/10.1061/(ASCE)1090-0268(2003)7:3(238).
Kumar, D. S., M. J. Shukla, K. K. Mahato, D. K. Rathore, R. K. Prusty, and B. C. Ray. 2015. “Effect of post-curing on thermal and mechanical behavior of GFRP composites.” Mater. Sci. Eng. 75: 012012. https://doi.org/10.1088/1757-899X/75/1/012012.
Li, L., and A. A. Sagüés. 2001. “Chloride corrosion threshold of reinforcing steel in alkaline solutions–Open-circuit immersion tests.” Corrosion 57 (1): 19–28. https://doi.org/10.5006/1.3290325.
Loranger, M.-A., and C. Nazair. 2013. Physico-chemical properties of GFRP bars placed in the median section of Mederic-Martin Bridge barrier walls, 15. [In French.] Québec: Ministry of Transport of Québec.
Manalo, A., B. Benmokrane, K. Park, and D. Lutze. 2014. “Recent developments on FRP bars as internal reinforcement in concrete structures.” Constr. Aust. 40 (2): 46–56.
Maranan, G. B., A. C. Manalo, B. Benmokrane, W. Karunasena, and P. Mendis. 2016. “Behavior of concentrically loaded geopolymer-concrete circular columns reinforced longitudinally and transversely with GFRP bars.” Eng. Struct. 117 (Jun): 422–436. https://doi.org/10.1016/j.engstruct.2016.03.036.
Micelli, F., and A. Nanni. 2004. “Durability of FRP rods for concrete structures.” Constr. Build. Mater. 18 (7): 491–503. https://doi.org/10.1016/j.conbuildmat.2004.04.012.
Mohamed, H., and B. Benmokrane. 2014. “Design and performance of reinforced concrete water chlorination tank totally reinforced with GFRP bars: Case study.” J. Compos. Constr. 18 (1): 05013001. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000429.
Mohamed, H. M., and B. Benmokrane. 2015. “Make the case: The use of FRP bars for soft-eyes in construction of tunnels.” Tunnels and Tunnelling (Dec–Jan): 35–40.
Mufti, A., M. Onofrei, B. Benmokrane, N. Banthia, M. Boulfiza, J. Newhook, B. Bakht, G. Tadros, and P. Brett. 2007. “Field study of glass-fibre-reinforced polymer durability in concrete.” Can. J. Civ. Eng. 34 (3): 355–366. https://doi.org/10.1139/l06-138.
Nishizaki, S., and I. Meiarashi. 2002. “Long-term deterioration of GFRP in water and moist environment.” J. Compos. Constr. 6 (1): 21–27. https://doi.org/10.1061/(ASCE)1090-0268(2002)6:1(21).
Nkurunziza, G., A. Debaiky, P. Cousin, and B. Benmokrane. 2005. “Durability of GFRP bars: A critical review of the literature.” Prog. Struct. Eng. Mater. 7 (4): 194–209. https://doi.org/10.1002/pse.205.
Robert, M., and B. Benmokrane. 2010. “Behavior of GFRP reinforcing bars subjected to extreme temperatures.” J. Compos. Constr. 14 (4): 353–360. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000092.
Robert, M., and B. Benmokrane. 2013. “Combined effects of saline solution and moist concrete on long-term durability of GFRP reinforcing bars.” Constr. Build. Mater. 38 (Jan): 274–284. https://doi.org/10.1016/j.conbuildmat.2012.08.021.
Robert, M., P. Cousin, and B. Benmokrane. 2009. “Durability of GFRP reinforcing bars embedded in moist concrete.” J. Compos. Constr. 13 (2): 66–73. https://doi.org/10.1061/(ASCE)1090-0268(2009)13:2(66).
Sen, R., G. Mullins, and T. Salem. 2002. “Durability of E-glass/vinylester reinforcement in alkaline solution.” ACI Struct. J. 99 (3): 369–375. https://doi.org/10.14359/11921.
Tannous, F., and H. Saadatmanesh. 1999. “Durability of AR glass fiber reinforced plastic bars.” J. Compos. Constr. 3 (1): 12–19. https://doi.org/10.1061/(ASCE)1090-0268(1999)3:1(12).
Tilly, G. 2006. “Past performance of concrete repairs–Concrete solutions.” In Proc., 2nd Int. Conf. on Concrete Repair. Watford, UK: BRE Press.
Transports Québec. 2014. “Identification Du Pont.” Accessed July 30, 2017. https://www.diffusion.mtq.gouv.qc.ca/ords/pes/f?p=122:53:0::NO:53:P53_IDE_STRCT_0001:201212.
Wallenberger, F. T., J. C. Watson, and H. Li. 2001. Glass fibers. Vol. 21 of ASM Handbook, 27–34. Geauga County, OH: ASM International.
Wang, K., D. E. Nelsen, and W. A. Nixon. 2006. “Damaging effects of deicing chemicals on concrete materials.” Cem. Concr. Compos. 28 (2): 173–188. https://doi.org/10.1016/j.cemconcomp.2005.07.006.
Won, J. P., S. J. Lee, Y. J. Kim, C. I. Jang, and S. W. Lee. 2008. “The effect of exposure to alkaline solution and water on the strength–porosity relationship of GFRP rebar.” Compos. Part B 39 (5): 764–772. https://doi.org/10.1016/j.compositesb.2007.11.002.
Zhang, J., Y. C. Xu, and P. Huang. 2009. “Effect of cure cycle on curing process and hardness for epoxy resin.” eXPRESS Polym. Lett. 3 (9): 534–541. https://doi.org/10.3144/expresspolymlett.2009.67.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 23Issue 12December 2018

History

Received: Nov 7, 2017
Accepted: Jun 12, 2018
Published online: Sep 25, 2018
Published in print: Dec 1, 2018
Discussion open until: Feb 25, 2019

Permissions

Request permissions for this article.

Authors

Affiliations

Brahim Benmokrane [email protected]
Professor of Civil Engineering and Tier-1 Canada Research Chair in Advanced Composite Materials for Civil Structures and NSERC Chair in FRP Reinforcement for Concrete Structures, Dept. of Civil Engineering, Univ. of Sherbrooke, Québec J1K 2R1, Canada (corresponding author). Email: [email protected]
Claude Nazair [email protected]
Professional Engineer, Infrastructure Materials Laboratory Québec Ministry of Transportation, Québec G1P 3W8, Canada. Email: [email protected]
Marc-Antoine Loranger [email protected]
Professional Engineer, Infrastructure Materials Laboratory Québec Ministry of Transportation, Québec G1P 3W8, Canada. Email: [email protected]
Allan Manalo [email protected]
Associate Professor of Civil Engineering, Centre for Future Materials, School of Civil Engineering and Surveying, Univ. of Southern Queensland, Toowoomba, Queensland 4350, Australia. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share