Technical Papers
Jul 29, 2016

Load and Moment Interaction Diagram for Circular Concrete Columns Reinforced with GFRP Bars and GFRP Helices

Publication: Journal of Composites for Construction
Volume 21, Issue 1

Abstract

This paper presents analytical and experimental studies on the axial load-bending moment behavior of glass fiber–reinforced polymer (GFRP) bars and helices RC columns. The nominal axial load and bending moment of the columns were analyzed based on the stress-strain behavior of the cross-sectional components. A numerical integration method was used to determine the compressive force of concrete in the compression region. The analytical results were verified with experimental results of 12 circular specimens reinforced with GFRP bars and GFRP helices. Out of these 12 specimens, eight specimens were taken from available literature and four specimens were tested in this study. The influences of different parameters such as loading conditions, spacing of the GFRP helices, and wrapping the specimens with carbon fiber–reinforced polymer (CFRP) sheets on the behavior of GFRP-RC specimens were investigated. A parametric study was also carried out to investigate the effects of longitudinal and transverse GFRP reinforcement ratio and slenderness ratio on the axial load-bending moment diagrams of GFRP-RC columns. It was found that the slenderness effect is more pronounced on the confined cross sections under eccentric loads at the ultimate state condition.

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Acknowledgments

The authors thank the University of Wollongong and technical officers at the High Bay Laboratory, especially Mr. Fernando Escribano and Mr. Ritchie Mclean for their help in the experimental program of this study. Also, the first author thanks Kurdistan Regional Government of Iraq and University of Wollongong for supporting his Ph.D. scholarship.

References

ACI (American Concrete Institute). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-08, Farmington Hills, MI.
ACI (American Concrete Institute). (2014). “Building code requirements for structural concrete.” ACI 318-14, Farmington Hills, MI.
ACI (American Concrete Institute). (2015). “Guide for the design and construction of concrete reinforced with FRP bars.” ACI 440.1R-15, Farmington Hills, MI.
Afifi, M. Z., Mohamed, H. M., and Benmokrane, B. (2014). “Axial capacity of circular concrete columns reinforced with GFRP bars and spirals.” J. Compos. Constr., .
Ahmed, E. A., El-Sayed, A. K., El-Salakawy, E., and Benmokrane, B. (2010). “Bend strength of FRP stirrups: Comparison and evaluation of testing methods.” J. Compos. Constr., 3–10.
Amer, A., Arockiasamy, M., and Shahawy, M. (1996). “Ultimate strength of eccentrically loaded concrete columns reinforced with CFRP bars.” Proc., 2nd Int. Conf. on Advanced Composite Materials in Bridge and Structures (ACMBS-II), Canadian Society for Civil Engineering, Montreal.
AS (Australian Standard). (2009). “Concrete structures.” AS 3600-2009, Sydney, NSW, Australia.
ASTM. (2010). “Standard test method for determining tensile properties of fiber reinforced polymer matrix composites used for strengthening of civil structures.” ASTM D7565/D7565M-10, West Conshohocken, PA.
ASTM. (2011). “Standard test method for tensile properties of fiber reinforced polymer matrix composite bars.” ASTM D7205/D7205M-11, West Conshohocken, PA.
Bank, L. C. (2006). Composites for construction: Structural design with FRP materials, Wiley, Hoboken, NJ.
Bazant, Z. P., Cedolin, L., and Tabbara, M. R. (1991). “New method of analysis for slender columns.” ACI Struct. J., 88(4), 391–401.
Benmokrane, B., Chaallal, O., and Masmoudi, R. (1995). “Glass fibre reinforced plastic (GFRP) rebars for concrete structures.” Constr. Build. Mater., 9(6), 353–364.
Bisby, L., and Ranger, M. (2010). “Axial-flexural interaction in circular FRP-confined reinforced concrete columns.” Constr. Build. Mater., 24(9), 1672–1681.
Chaallal, O., and Benmokrane, B. (1993). “Physical and mechanical performance of an innovative glass-fiber-reinforced plastic rod for concrete and grouted anchorages.” Can. J. Civ. Eng., 20(2), 254–268.
Choo, C. C., Harik, I. E., and Gesund, H. (2006a). “Minimum reinforcement ratio for fiber-reinforced polymer reinforced concrete rectangular columns.” ACI Struct. J., 103(3), 460–466.
Choo, C. C., Harik, I. E., and Gesund, H. (2006b). “Strength of rectangular concrete columns reinforced with fiber-reinforced polymer bars.” ACI Struct. J., 103(3), 452–459.
Deitz, D., Harik, I., and Gesund, H. (2003). “Physical properties of glass fiber reinforced polymer rebars in compression.” J. Compos. Constr., 363–366.
De Luca, A., Matta, F., and Nanni, A. (2010). “Behavior of full-scale glass fiber-reinforced polymer reinforced concrete columns under axial load.” ACI Struct. J., 107(5), 589–596.
Hadi, M. N. S. (2007). “Behaviour of FRP strengthened concrete columns under eccentric compression loading.” Compos. Struct., 77(1), 92–96.
Hadi, M. N. S. (2010). “Behaviour of reinforced concrete columns wrapped with fibre reinforced polymer under eccentric loads.” Aust. J. Struct. Eng., 10(2), 169–178.
Hadi, M. N. S., Karim, H., and Sheikh, M. N. (2016). “Experimental investigations on circular concrete columns reinforced with GFRP bars and helices under different loading conditions.” J. Compos. Constr., .
Hadi, M. N. S., Pham, T. M., and Lei, X. (2013). “New method of strengthening reinforced concrete square columns by circularizing and wrapping with fiber-reinforced polymer or steel straps.” J. Compos. Constr., 229–238.
Hadi, M. N. S., Wang, W., and Sheikh, M. N. (2015). “Axial compressive behaviour of GFRP tube reinforced concrete columns.” Constr. Build. Mater., 81, 198–207.
Hadi, M. N. S., and Widiarsa, I. B. R. (2012). “Axial and flexural performance of square RC columns wrapped with CFRP under eccentric loading.” J. Compos. Constr., 640–649.
Hu, H., and Seracino, R. (2014). “Analytical model for FRP-and-steel-confined circular concrete columns in compression.” J. Compos. Constr., .
ISIS. (2007). “Reinforcing concrete structures with fibre reinforced polymers.” ⟨http://www.vrodaustralia.com.au/wp-content/themes/vrod/pdf/engineering/codes_and_guides/01.pdf⟩ (May 15, 2015).
Jiang, T., and Teng, J. G. (2012). “Theoretical model for slender FRP-confined circular RC columns.” Constr. Build. Mater., 32, 66–76.
Jiang, T., and Teng, J. G. (2013). “Behavior and design of slender FRP-confined circular RC columns.” J. Compos. Constr., 443–453.
Karim, H., Noel-Gough, B., Sheikh, M. N., and Hadi, M. N. S. (2015). “Strength and ductility behavior of circular concrete columns reinforced with GFRP bars and helices.” Proc., 12th Int. Symp. on Fiber Reinforced Polymers for Reinforced Concrete Structures (FRPRCS-12) and the 5th Asia-Pacific Conf. on Fiber Reinforced Polymers in Structures (APFIS-2015) Joint Conf., Nanjing, China, 6.
Karim, H., Sheikh, M. N., and Hadi, M. N. S. (2014). “Confinement of circular concrete columns: A review.” Proc., 1st Int. Engineering Conf. (IEC2014) on Developments in Civil and Computer Engineering Applications, Ishik Univ., Erbil, Iraq.
Karim, H., Sheikh, M. N., and Hadi, M. N. S. (2016). “Axial load-axial deformation behaviour of circular concrete columns reinforced with GFRP bars and helices.” Constr. Build. Mater., 112, 1147–1157.
Lam, L., and Teng, J. G. (2003). “Design-oriented stress-strain model for FRP-confined concrete.” Constr. Build. Mater., 17(6-7), 471–489.
Lee, J. Y., Yi, C. K., Jeong, H. S., Kim, S. W., and Kim, J. K. (2010). “Compressive response of concrete confined with steel spirals and FRP composites.” J. Compos. Mater., 44(4), 481–504.
Mirmiran, A., Shahawy, M., Samaan, M., El Echary, H., Mastrapa, J. C., and Pico, O. (1998). “Effect of column parameters on FRP-confined concrete.” J. Compos. Constr., 175–185.
Mirmiran, A., Yuan, W., and Chen, X. (2001). “Design for slenderness in concrete columns internally reinforced with fiber-reinforced polymer bars.” ACI Struct. J., 98(1), 116–125.
Mohamed, H. M., Afifi, M. Z., and Benmokrane, B. (2014). “Performance evaluation of concrete columns reinforced longitudinally with FRP bars and confined with FRP hoops and spirals under axial load.” J. Bridge Eng., .
Ozbakkaloglu, T., and Lim, J. C. (2013). “Axial compressive behavior of FRP-confined concrete: Experimental test database and a new design-oriented model.” Compos. Part B, 55, 607–634.
Popovics, S. (1973). “A numerical approach to the complete stress-strain curve of concrete.” Cem. Concr. Res., 3(5), 583–599.
Saadatmanesh, H., Ehsani, M. R., and Li, M. W. (1994). “Strength and ductility of concrete columns externally reinforced with fiber composite straps.” ACI Struct. J., 91(4), 434–447.
Sheikh, M. N., and Légeron, F. (2014). “Performance based seismic assessment of bridges designed according to Canadian highway bridge design code.” Can. J. Civ. Eng., 41(9), 777–787.
Shirmohammadi, F., Esmaeily, A., and Kiaeipour, Z. (2015). “Stress-strain model for circular concrete columns confined by FRP and conventional lateral steel.” Eng. Struct., 84, 395–405.
Tobbi, H., Farghaly, A. S., and Benmokrane, B. (2012). “Concrete columns reinforced longitudinally and transversally with glass fiber-reinforced polymer bars.” ACI Struct. J., 109(4), 551–558.

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Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 21Issue 1February 2017

History

Received: Feb 1, 2016
Accepted: Jun 2, 2016
Published online: Jul 29, 2016
Discussion open until: Dec 29, 2016
Published in print: Feb 1, 2017

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Authors

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Ph.D. Candidate, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong 2522, Australia. E-mail: [email protected]
M. Neaz Sheikh [email protected]
Senior Lecturer, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong 2522, Australia. E-mail: [email protected]
Muhammad N. S. Hadi, F.ASCE [email protected]
Associate Professor, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong 2522, Australia (corresponding author). E-mail: [email protected]

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