Abstract

A multilaboratory investigation into the durability of glass fiber–reinforced polymer (GFRP) bars extracted from eleven 15- to 20-year-old bridges in the US will be performed. Part 1 (Benzecry et al., forthcoming) of this two-paper series describes the bridges and presents data on the condition of their concrete, and Part 2 focuses on the condition of the bars. Constituent content, maximum water absorption, as-received moisture content, glass transition temperature (Tg), short bar shear (SBS) strength, and tensile strength will be evaluated. Scanning electron microscopy (SEM) and energy dispersive spectroscopy (EDS) will be performed. The fiber mass content of all bars was close to or greater than that specified in the current ASTM E1309 (ASTM 2011a) GFRP bar standard. SEM and EDS showed only slight signs of degradation, which was predominantly near the outer radius of the bars. The loss of SBS strength was slight to moderate in bars with control data for comparison. Tensile strength, which could only be evaluated in 1 bridge, showed a reduction of only 4.2% after 17 years of service. It was concluded that GFRP bars could be considered a promising replacement for steel reinforcement in bridge decks subjected to real-time field exposure.

Get full access to this article

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

Acknowledgments

The authors gratefully acknowledge support from the American Concrete Institute's Strategic Development Council the ReCAST Tier 1 University Transportation Center at the Missouri University of Science and Technology, The United States Department of Education GAANN Program, and NSF I/UCRC CICI (Grant # NSF-1916342). Deeply appreciated is the technical assistance from staff at Owens Corning (Mr. Ryan Koch and Mrs. Mala Nagarajan), University of Miami (Ms. Janna Brown and Mr. Jorge Alvarez), Missouri S&T (Dr. Clarissa Wisner and Mr. Eric Bohannan), and Pennsylvania State University (Mr. Jeffrey Kim and Mr. Jinhoo Kim. The opinions expressed in this material are those of the authors and do not necessarily reflect the views of sponsoring agencies.

References

ACI (American Concrete Institute). 2015. Guide for the design and construction of structural concrete reinforced with fiber-reinforced polymer bars. ACI 440.1R. Farmington Hills, MI: ACI.
Al-Salloum, Y. A., S. El-Gamal, T. H. Almusallam, S. H. Alsayed, and M. Aqel. 2013. “Effect of harsh environmental conditions on the tensile properties of GFRP bars.” Composites, Part B 45 (1): 835–844. https://doi.org/10.1016/j.compositesb.2012.05.004.
ASTM. 2010. Standard test method for moisture absorption properties and equilibrium conditioning of polymer matrix composite materials. ASTM-D5229. West Conshohocken, PA: ASTM.
ASTM. 2011a. Standard guide for identification of fiber-reinforced polymer-matrix composite materials in databases. ASTM E1309. West Conshohocken, PA: ASTM.
ASTM. 2011b. Standard test method for tensile properties of fiber reinforced polymer matrix. ASTM-D7205. West Conshohocken, PA: ASTM.
ASTM. 2011c. Test method for ignition loss of cured reinforced resins. ASTM D2584-11. West Conshohocken, PA: ASTM International.
ASTM. 2013. Standard test method for assignment of the glass transition temperature by dynamic mechanical analysis. ASTM E1640-13. West Conshohocken, PA: ASTM International.
ASTM. 2014a. Standard test method for assignment of the glass transition temperatures by differential scanning calorimetry. ASTM-E1356. West Conshohocken, PA: ASTM.
ASTM. 2014b. Standard test method for tensile properties of polymer matrix composite materials. ASTM D3039/D3039M. West Conshohocken, PA: ASTM.
ASTM. 2016. Standard test method for apparent horizontal shear strength of pultruded reinforced plastic rods by the short-beam method. ASTM-D4475. West Conshohocken, PA: ASTM.
ASTM. 2017a. Standard specification for solid round glass fiber reinforced polymer bars for concrete reinforcement. ASTM-D7957. West Conshohocken, PA: ASTM.
ASTM. 2017b. Standard test method for water absorption of plastics. ASTM-D570. West Conshohocken, PA: ASTM.
Bakis, C. E., T. E. Boothby, R. A. Schaut, and C. G. Pantano. 2005. “Tensile strength of GFRP bars under sustained loading in concrete beams.” ACI Symp. Publ. 230: 1429–1446.
Becker, H., and L. E. Locascio. 2002. “Polymer microfluidic devices.” Talanta 56 (2): 267–287. https://doi.org/10.1016/S0039-9140(01)00594-X.
Benmokrane, B., C. Nazair, M. A. Loranger, and A. Manalo. 2018. “Field durability study of vinyl-ester-based GFRP rebars in concrete bridge barriers.” J. Bridge Eng. 23 (12): 04018094. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001315.
Benzecry, V., A. F. Al-Khafaji, R. T. Haluza, C. E. Bakis, J. J. Myers, and A. Nanni. Forthcoming. “Durability assessment of 15- to 20-year-old GFRP bars extracted from bridges in the US. II: Selected bridges, bar extraction, and concrete assessment.” ASCE J. Compos. Constr. https://doi.org/10.1061/(ASCE)CC.1943-5614.0001110.
Chen, Y., J. Davalos, and I. Ray. 2006. “Durability prediction for GFRP reinforcing bars using short-term data of accelerated aging tests.” J Compos. Cons. 10 (4): 279–286. https://doi.org/10.1061/(ASCE)1090-0268(2006)10:4(279).
Diamond, S. 1981. “Effects of two Danish flyashes on alkali contents of pore solutions of cement fly ash pastes.” Cem. Concr. Res. 11 (3): 383–394. https://doi.org/10.1016/0008-8846(81)90110-1.
Ghiorse, S. R. 1991. A comparison of void measurement methods for carbon/epoxy composites. Watertown, MA: U.S. Army Materials Technology Laboratory.
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.
Gooranorimi, O., J. Myers, and A. Nanni. 2017. “GFRP reinforcements in box culvert bridge: A case study after two decades of service.” In Concrete pipe and Box culverts, edited by J. Meyer and J. Beakley, 75–88. West Conshohocken, PA: ASTM.
Greenwood, M. 2002. “Creep-rupture testing to predict long-term performance, durability of fiber reinforced polymer (FRP) composites for construction.” In Proc., 2nd Int. Conf. Durability of Fiber Reinforced Polymer for Construction, 29–31. Montreal, Québec: Np.
Kamal, A. S. M., and M. Boulfiza. 2011. “Durability of GFRP rebars in simulated concrete solutions under accelerated aging conditions.” J. Compos. Constr. 15 (4): 473–481. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000168.
Khatibmasjedi, M., S. Ramanathan, P. Suraneni, and A. Nanni. 2020. “Durability of commercially available GFRP reinforcement in seawater-mixed concrete under accelerated aging conditions.” J. Compos. Constr. 24 (4): 04020026. https://doi.org/10.1061/(ASCE)CC.1943-5614.0001035.
Koch, G., J. Varney, N. Thopson, O. Moghissi, M. Gould, and J. Payer. 2016. International measures of prevention, application, and economics of corrosion technologies study. Houston: NACE International.
Little, J. E., X. A. Yuan, and M. I. Jones. 2012. “Characterisation of voids in fibre reinforced composite materials.” NDT E Int. 46 (Mar.): 122–127. https://doi.org/10.1016/j.ndteint.2011.11.011.
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.
Mufti, A., M. Onofrei, B. Benmokrane, N. Banthia, M. Boulfiza, J. Newhook, B. Bakht, G. Tadros, and P. Brett. 2007. “Durability of GFRP reinforced concrete in field structures.” In Proc., 7th Int. Symp. on Fiber Reinforced Polymer Reinforcement for Concrete Structures, 6–9. Kansas City, MO: Np.
Murphy, K., S. Zhang, and V. M. Karbhari. 1999. “Effect of concrete based alkaline solutions on short term response of composites.” In Proc., 44th SAMPE Symp. and Exhibition, edited by L. J. Cohen, J. L. Bauer, and W. E. Davis, 2222–2230. Long Beach, CA: Society for the Advancement of Material and Process Engineering.
Nanni, A., A. De Luca, and H. Zadeh. 2014. Reinforced concrete with FRP bars. London: CRC Press.
Nkurunziza, G., A. Debaiky, P. Cousin, and B. Benmokrane. 2005. “Durability of GFRP bars: A critical review of the literature.” Prog. Struct. Mater. Eng. 7 (4): 194–209. https://doi.org/10.1002/pse.205.
Nkurunziza, G., R. Masmoudi, and B. Benmokrane. 2002. “Effect of sustained tensile stress and temperature on residual strength of GFRP composites.” In Proc., 2nd Int. Conf. Durability of Fiber Reinforced Polymer for Construction, 347–358. Montreal, Quebec: Np.
Owens Corning. 2020. “Fiberglas dowel bars for load transfer between concrete slabs: Glass fiber reinforced polymer (GFRP) dowel bars.” Product data sheet. Toledo, OH: Owens Corning. https://dcpd6wotaa0mb.cloudfront.net/mdms/dms/CSB/10022293/10022293-Owens-Corning®-Fiberglas™-Dowel-Bars-Data-Sheet-(3).pdf?v=1605111345000.
Phelan, R., W. Vann, and J. Bice. 2003. FRP reinforcement bars in bridge decks: Field instrumentation and short-term monitoring. Research Report: 9-1520-04. Lubbkock, TX: Texas Department of Transportation.
Porter, M. L., and B. A. Barnes. 1998. “Accelerated aging degradation of glass fiber composites.” In  Second international conference on composites in infrastructure, edited by H. Saadatmanesh and M. R. Eshani, 446–459. Tucson, AZ: University of Arizona.
Saadatmanesh, H., and F. E. Tannous. 1999. “Relaxation, creep, and fatigue behavior of carbon fiber-reinforced plastic tendons.” ACI Mater. J. 96 (2): 143–153.
Sheridan, R. J., et al. 2017. “Road mapping workshop report on overcoming barriers to adoption of composites in sustainable infrastructure.” NIST Special Publication 1218. https://doi.org/10.6028/NIST.SP.1218.
Taylor, H. 1987. “A method for predicting alkali ion concentration in cement pore water solutions.” Adv. Cem. Res. 1 (1): 5–17. https://doi.org/10.1680/adcr.1987.1.1.5.
Trejo, D., P. Gardoni, and J. J. Kim. 2011. “Long-term performance of glass fiber-reinforced polymer reinforcement embedded in concrete.” ACI Mater. J. 108 (6): 605–613.
Wang, Z., X. Zhao, G. Xian, G. Wu, R. K. S. Raman, and S. Al-Saadi. 2017. “Long-term durability of basalt- and glass-fibre reinforced polymer (BFRP/GFRP) bars in seawater and sea sand concrete environment.” Constr. Build. Mater. 139 (May): 467–489. https://doi.org/10.1016/j.conbuildmat.2017.02.038.
Yang, W.-R., X.-J. He, L. Dai, L. Zhao, and F. Shen. 2016. “Fracture performance of GFRP bars embedded in concrete beams with cracks in an alkaline environment.” J. Compos. Constr 20 (6): 04016040. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000688.

Information & Authors

Information

Published In

Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 25Issue 2April 2021

History

Received: Jun 16, 2020
Accepted: Nov 12, 2020
Published online: Jan 23, 2021
Published in print: Apr 1, 2021
Discussion open until: Jun 23, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Ali F. Al-Khafaji, S.M.ASCE [email protected]
Ph.D. Candidate, Dept. of Civil, Architectural and Environmental Engineering, Missouri Univ. of Science and Technology, 1401 N. Pine St., Rolla, MO 65409 (corresponding author). Email: [email protected]
Ph.D. Candidate, Dept. of Engineering Science and Mechanics, Pennsylvania State Univ., 212 Earth-Engineering Science Building, University Park, PA 16802. ORCID: https://orcid.org/0000-0002-8455-9738. Email: [email protected]
Vanessa Benzecry, S.M.ASCE [email protected]
Ph.D. Candidate, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Miami, 1251 Memorial Dr., Coral Gables, FL 33146. Email: [email protected]
John J. Myers, F.ASCE [email protected]
Professor, Dept. of Civil, Architectural and Environmental Engineering, Missouri Univ. of Science and Technology, 1401 N. Pine St., Rolla, MO 65409. Email: [email protected]
Distinguished Professor, Dept. of Engineering Science and Mechanics, Pennsylvania State Univ., 212 Earth-Engineering Science Building, University Park, PA 16802. ORCID: https://orcid.org/0000-0002-6834-5318. Email: [email protected]
Professor & Chair, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Miami, 1251 Memorial Dr., Coral Gables, FL 33146. ORCID: https://orcid.org/0000-0003-2678-9268. 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