TECHNICAL PAPERS
Feb 3, 2010

Physical, Mechanical, and Durability Characterization of Preloaded GFRP Reinforcing Bars

Publication: Journal of Composites for Construction
Volume 14, Issue 4

Abstract

This paper presents the physical, mechanical, and durability characterization of glass fiber-reinforced polymer (FRP) (GFRP) bars subjected to different tensile stress levels. FRP bars were first loaded at levels up to 20, 40, 60, and 80% of their ultimate tensile strength (UTS) which could create cracks and microcracks in the FRP bars and affect the long-term durability of the product. Microstructural observations were conducted on preloaded GFRP reinforcing bars to show the deterioration of fiber, matrix, and the fiber/matrix interface. Moisture absorption and tensile properties of loaded bars were also measured to estimate the potential effects of cracks and microcracks on durability-related properties and on short-term mechanical properties, respectively. Loaded bars were also embedded in a moist mortar at elevated temperature to perform accelerated aging. The measured tensile strengths of the loaded bars before and after exposure were considered as a measure of the durability performance of the specimens. Results showed that the GFRP bars start to be slightly affected by the tensile stress at 60% of the UTS. These results showed that the loading of GFRP bars did not have a dramatic effect on the durability of the bars even when a pronounced tensile stress, which was approximately 80% of the UTS, takes place.

Get full access to this article

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

Acknowledgments

The writers thank the National Science and Engineering Research Council (NSERC) of CanadaNSERC, the Fonds Québécois sur la Recherche en Nature et les Technologies (FQRNT), and the Canadian Network of Centres of Excellence on Intelligent Sensing for Innovative Structures (ISIS Canada) for their support for the research reported.

References

Abeysinghe, H., Edwards, W., Pritchard, G., and Swampillai, G. J. (1982). “Degradation of crosslinked resins in water and electrolyte solutions.” Polymer, 23(12), 1785–1790.
ACI. (2008). “Specification for construction with fiber-reinforced polymer reinforcing bars.” ACI 440.5-08, American Concrete Institute, Farmington Hills, Mich.
Apicella, A., Migliaresia, C., Nicodemoa, L., Nicolaisa, L., Iaccarinob, L., and Roccotelli, S. (1982). “Water sorption and mechanical properties of a glass-reinforced polyester resin.” Composites, 13(4), 406–410.
Ashbee, K., Frank, F., and Wyatt, R. (1967). “Water damage in polyester resins.” Proc. R. Soc. London, Ser. A, 300(1463), 415–419.
Ashbee, K., and Wyatt, R. (1969). “Water damage in glass fibre/resin composites.” Proc. R. Soc. London, Ser. A, 312(1511), 553–564.
ASTM. (2000). “Standard test methods for density and specific gravity (relative density) of plastics by displacement.” D792, West Conshohocken, Pa.
ASTM. (2003). “Standard test method for compositional analysis by thermogravimetry.” E1131, West Conshohocken, Pa.
ASTM. (2005a). “Standard specification for Portland cement.” C150 West Conshohocken, Pa.
ASTM. (2005b). “Standard test method for water absorption of plastics.” D570, West Conshohocken, Pa.
ASTM. (2006). “Standard test method for tensile properties of fiber reinforced polymer matrix composite bars.” D7205, West Conshohocken, Pa.
ASTM. (2008). “Standard test method for assignment of the glass transition temperatures by differential scanning calorimetry.” E1356, West Conshohocken, Pa.
Benmokrane, B., Rahman, H., Ton-That, M. T., and Robert, J. F. (1998). “Improvement of the durability performance of FRP reinforcement for concrete structures.” Proc., 1st Int. Conf. on Durability of FRP Composites for Construction, CDCC ’98, CDCC, Sherbrooke, Que., Canada, 571–586.
Benmokrane, B., and Robert, M. (2006). “Durability of composites for civil structural applications.” Durability of FRP composite internal reinforcement for concrete, V. M. Karbhari, ed., Woodhead, Cambridge, England, Chap. IX, 42.
Benmokrane, B., Wang, P., Pavate, T., and Robert, M. (2006). “Durability of FRP composites for civil infrastructure applications.” Durability of FRP composites for civil infrastructure applications, Whittles, Scotland, Chap. 12, 300–343.
Benmokrane, B., Wang, P., Ton-That, T., Rahman, H., and Robert, J. (2002). “Durability of glass fibre reinforced polymer reinforcing bars in concrete environment.” J. Compos. Constr., 6(3), 143–153.
Chen, Y., Davalos, J. F., and Ray, I. (2006). “Durability prediction for GFRP bars using short-term data of accelerated aging tests.” J. Compos. Constr., 10(4), 279–286.
Chen, Y., Davalos, J. F., Ray, I., and Kim, H. Y. (2007). “Accelerated aging tests for evaluations of durability performance of FRP reinforcing bars for concrete structures.” Compos. Struct., 78(1), 101–111.
ISIS. (2006). Specifications for product certification of fibre reinforced polymers (FRPs) as internal reinforcement in concrete structures, ISIS Canada Research Network, Winnipeg, Man., Canada.
Karbhari, V. M., Stachowsky, C., and Wu, L. (2007). “Durability of pultruded E-glass/vinylester under combined hygrothermal exposure and sustained bending.” J. Compos. Constr., 19(8), 665–673.
Liao, K., Schultheisz, C., and Hunston, D. (1999). “Effects of environmental aging on the properties of pultruded GFRP.” Composites, Part B, 30(5), 485–493.
Micelli, F., and Nanni, A. (2004). “Durability of FRP rods for concrete structures.” Constr. Build. Mater., 18(7), 491–503.
Murphy, K., Zhang, S., and Karbhari, V. M. (1999). “Effect of concrete based alkaline solutions on short term response of composites.” Proc., 44th Int. SAMPE Symp. and Exhibition, L. J. Cohen, J. L. Bauer, and W. E. Davis, eds., Society for the Advancement of Material and Process Engineering, Long Beach, Calif., 2222–2230.
Paul, A., and Youssefi, A. (1978). “Alkaline durability of some silicate glasses containing CaO, FeO and MnO.” J. Mater. Sci., 13(1), 97–107.
Prian, L., and Barkatt, A. (1999). “Degradation mechanism of fiber reinforced plastics and its implications to prediction of long-term behavior.” J. Mater. Sci., 34(16), 3977–3989.
Riebel, F., and Keller, T. (2007). “Long-term compression performance of a pultruded GFRP element exposed to concrete pore water solution.” J. Compos. Constr., 11(4), 437–447.
Robert, M., Cousin, P., and Benmokrane, B. (2009). “Durability of GFRP reinforcing bars embedded in moist concrete.” J. Compos. Constr., 13(2), 66–73.
Scholze, H. (1982). “Chemical durability of glasses.” J. Non-Cryst. Solids, 52(1–3), 91–103.

Information & Authors

Information

Published In

Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 14Issue 4August 2010
Pages: 368 - 375

History

Received: Jun 8, 2009
Accepted: Jan 7, 2010
Published online: Feb 3, 2010
Published in print: Aug 2010

Permissions

Request permissions for this article.

Authors

Affiliations

Mathieu Robert
Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, PQ, Canada J1K 2R1.
Brahim Benmokrane
NSERC Research Chair Professor in Innovative FRP Composite Materials for Infrastructures, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, PQ, Canada J1K 2R1 (corresponding author).

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