Technical Papers
Aug 11, 2016

Concrete Bond Durability of CFRP Sheets with Bioresins Derived from Renewable Resources

Publication: Journal of Composites for Construction
Volume 21, Issue 2

Abstract

Bond strength durability of carbon fiber–reinforced polymer (CFRP) to concrete is investigated for two bio-based resins and compared with conventional epoxy (E). The first is an epoxidized pine oil blend (EP) and was used for wet layup installation. The second is a furfuryl alcohol resin derived from corn cobs and sugar cane (FA), and was used to prefabricate CFRP plates, which were installed using an epoxy paste. A total of 137 concrete prisms with a midspan half-depth saw cut were tested. Specimens were conditioned in a 3.5% saline solution at 23, 40, or 50°C for up to 240 days before testing for bond strength. Short-term bond strengths were 3.9, 4.3, and 5.5 MPa for the E, EP, and FA resins, respectively, using a 33 MPa concrete. Reductions in bond strength over the 240 days of conditioning did not exceed 15%. Bond failures of E-CFRP (EC) and EP-CFRP (EPC) were predominantly adhesive-based, where a thin layer of cement paste remained attached to CFRP, while that of FA-CFRP (FAC) was cohesive-based, where there was a thicker layer of concrete remaining on the CFRP. This suggests that bond between the furfuryl alcohol resin and epoxy paste is excellent and remained intact. ANOVA showed that the difference between EPC and EC strengths were insignificant, while that between FAC and EC were statistically significant. Only FAC at 40°C after 240 days showed a statistically significant difference from its unconditioned counterpart. Finally, the 40 and 50°C conditioning was not statistically different from the 23°C.

Get full access to this article

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

Acknowledgments

The authors would like to acknowledge the financial aid provided by Bioindustrial Innovation Canada (BIC) and Agriculture and Agri-Foods Canada (AAFC).

References

ACI (American Concrete Institute). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440, Farmington Hills, MI.
ACI (American Concrete Institute). (2015). “Guide to accelerated conditioning protocols for durability assessment of internal and external fiber-reinforced polymer (FRP) reinforcement.” ACI 440.9R, Farmington Hills, MI.
ASTM. (2015). “Standard test method for compressive strength of cylindrical concrete specimens.” ASTM C39, West Conshohocken, PA.
Bank, L. C., Gentry, T. R., Thompson, B. P., and Russell, J. S. (2003). “A model specification for FRP composites for civil engineering structures.” Constr. Build. Mater., 17(6–70), 405–437.
Basunbul, I., Gubati, A., Al-Sulaimani, G., and Baluch, M. (1990). “Repaired reinforced concrete beams.” ACI Mater. J., 87(4), 348–354.
Chajes, M., Finch, W., Januszka, T., and Thomson, T. (1996). “Bond and force transfer of composite material plates bonded to concrete.” ACI Struct. J., 93(2), 209–217.
Chase, W., and Brown, F. (1997). General statistics, 3rd Ed., Wiley, New York.
Chen, J., and Teng, J. (2001). “Anchorage strength models for FRP and steel plates attached to concrete.” J. Struct. Eng., 784–791.
Chen, J., Yang, Z., and Holt, G. (2001). “FRP or steel plate-to-concrete bonded joints: Effect of test methods on experimental bond strength.” Steel Compos. Struct. An Int. J., 1(2), 231–244.
Cromwell, J., Harries, K., and Shahrooz, B. (2011). “Environmental durability of externally bonded FRP materials intended for repair of concrete structures.” Constr. Build. Mater., 25(5), 2528–2539.
Eberline, D., Klaiber, F., and Dunker, K. (1988). “Bridge strengthening with epoxy-bonded steel plates.” Transp. Res. Rec., 1180, 7–11.
Eldridge, A., and Fam, A. (2014a). “Durability of concrete cylinders wrapped with GFRP made from furfuryl bioresin.” J. Compos. Constr., 04014010.
Eldridge, A., and Fam, A. (2014b). “Environmental aging effect on tensile properties of GFRP made of furfuryl alcohol bioresin compared to epoxy.” J. Compos. Constr., 04014010.
Fam, A., Eldridge, A., and Misra, M. (2013). “Mechanical characteristics of glass fibre reinforced polymer made of furfuryl alcohol bio-resin.” J. Mater. Struct., 47(7), 1195–1204.
Fyfe. (2013). “Data sheets.” ⟨http://www.fyfeco.com/products/data-sheets-msds/product-abstracts.aspx⟩ (Feb. 13, 2013).
Garter, A., Douglas, E., Dolan, C., and Hamilton, H. (2011). “Small beam bond test method for CFRP composites applied to concrete.” J. Compos. Constr., 52–61.
Lau, D., and Buyukozturk, O. (2010). “Fracture characterization of concrete/epoxy interface affected by moisture.” Mech. Mater., 42(12), 1031–1042.
McSwiggan, C. (2016). “Short and long term behavior of externally bonded fiber reinforced polymer laminates with bio-based resins for flexural strengthening of concrete beams.” Master’s thesis, Queen’s Univ., Kingston, ON, Canada.
Oehlers, D. (1992). “Reinforced concrete beams with plates glued to their soffits.” J. Struct. Eng., 2023–2038.
Pennakem. (2010). “QuaCorr resins and catalysts.” ⟨http://www.pennakem.com/products/QuaCorr.html⟩ (Nov. 5, 2012).
Sciolti, M. S., Aiello, M. A., and Frigione, M. (2012). “Influence of water on bond behavior between CFRP sheet and natural calcareous stones.” Composites Part B, 43(8), 3239–3250.
Sika. (2016). “Product data sheet.” ⟨https://gbr.sika.com/dms/getdocument.get/.../Sikadur%2030%20PDS%20(CE).pdf⟩ (Jun. 30, 2016).
Sika Canada. (2015). “Product data sheets.” ⟨https://can.sika.com/en/solutions-and-products/document-download/product-data-sheets.html⟩ (Dec. 4, 2015).
Teng, J., Chen, J., Smith, S., and Lam, L. (2002). FRP-strengthened RC structures, Wiley, West Sussex, U.K.
Toutanji, H., and Gomez, W. (1997). “Durability characteristics of concrete beams externally bonded with FRP composite sheets.” Cem. Concr. Compos., 19(4), 351–358.
Tuakta, C., and Buyukozturk, O. (2011). “Deterioration of FRP/concrete bond system under variable moisture conditions quantified by fracture mechanics.” Composites Part B, 42(2), 145–154.
Ziraba, Y., Baluch, M., Basunbul, A., Azad, A., Al Sulaimani, G., and Sharif, I. (1995). “Combined experimental-numerical approach to characterization of steel-glue-concrete interface.” Mater. Struct., 28(9), 518–525.

Information & Authors

Information

Published In

Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 21Issue 2April 2017

History

Received: Feb 29, 2016
Accepted: Jun 2, 2016
Published online: Aug 11, 2016
Discussion open until: Jan 11, 2017
Published in print: Apr 1, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Ciaran McSwiggan
Master’s Student, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6.
Kenneth Mak
Ph.D. Student, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6.
Amir Fam, M.ASCE [email protected]
Associate Dean of Research and Graduate Studies and Donald and Sarah Munro Chair Professor in Engineering and Applied Science, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6 (corresponding author). E-mail: [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