Technical Papers
Jan 22, 2014

Plastic Hinge Length of FRP-Confined Square RC Columns

Publication: Journal of Composites for Construction
Volume 18, Issue 4

Abstract

The confinement effect of fiber-reinforced polymer (FRP) jacket on the plastic hinge length of square RC columns is studied through experimental testing and analytical study. Seven half-scale RC square columns with different confinement ratios were tested. The strain of longitudinal reinforcement bars and the extent of yielding were measured by strain gauges mounted inside the reinforcement bars. The variation of the strain field of the external column face was recorded continuously by digital image correlation (DIC) during a test. More rational approaches of data analysis are used for identification of plastic hinge length from measured strain fields. The obtained results show that compared with unconfined RC columns, FRP jacketing increases the plastic hinge length when the confinement level is low, but reduces it when the confinement level is high. The analytical study shows that all existing models of plastic hinge length are inadequate in one way or another because no model includes all important factors. The proposed model can correctly capture the trends but it needs to be further improved for accuracy when more data are available.

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Acknowledgments

Cheng Jiang was financed by a grant from the Research Grants Council of the Hong Kong Special Administrative Region, China (Project No. CityU 123711). The experimental work was supported by an open project of Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, China (Project No: CPCSME2010-05), with supplemental fund from National Natural Science Foundation of China (Project No. 51178099).

References

Berry, M. P. (2006). “Performance modeling strategies for modern reinforced concrete bridge columns.” Ph.D thesis, Univ. of Washington, Seattle.
Binici, B. (2008). “Design of FRPs in circular bridge column retrofits for ductility enhancement.” Eng. Struct., 30(3), 766–776.
Biskinis, D., and Fardis, M. N. (2010). “Flexure-controlled ultimate deformations of members with continuous or lap-spliced bars.” Struct. Concr., 11(2), 93–108.
Biskinis, D., and Fardis, M. N. (2013). “Models for FRP-wrapped rectangular RC columns with continuous or lap-spliced bars under cyclic lateral loading.” Eng. Struct., 57, 199–212.
Corr, D., Accardi, M., Graham-Brady, L., and Shah, S. (2007). “Digital image correlation analysis of interfacial debonding properties and fracture behavior in concrete.” Eng. Fract. Mech., 74(1), 109–121.
Destrebecq, J. F., Toussaint, E., and Ferrier, E. (2011). “Analysis of cracks and deformations in a full scale reinforced concrete beam using a digital image correlation technique.” Exp. Mech., 51(6), 879–890.
Elsanadedy, H. M., and Haroun, M. A. (2005). “Seismic design guidelines for squat composite-jacketed circular and rectangular reinforced concrete bridge columns.” ACI Struct. J., 102(4), 505–514.
Federation Internationale du Beton. (2010). Bulletin 65/66, fib Model Code, Lausanne, Switzerland.
Gu, D. S., Wu, G., Wu, Z. S., and Wu, Y. F. (2010). “Confinement effectiveness of FRP in retrofitting circular concrete columns under simulated seismic load.” J. Compos. Constr., 531–540.
Gu, D. S., Wu, Y. F., Wu, G., and Wu, Z. S. (2012). “Plastic hinge analysis of FRP confined circular concrete columns.” Constr. Build. Mater., 27(1), 223–233.
Hines, E. M., Restrepo, J. I., and Seible, F. (2004). “Force-displacement characterization of well-confined bridge piers.” ACI Struct. J., 101(4), 537–548.
Ho, J. C. M. (2003). “Inelastic design of reinforced concrete beams and limited ductile high-strength concrete columns.” Ph.D. thesis, Univ. of Hong Kong, Hong Kong.
Ho, J. C. M., Lam, J. Y. K., and Kwan, A. K. H. (2010). “Effectiveness of adding confinement for ductility improvement of high-strength concrete columns.” Eng. Struct., 32(3), 714–725.
Ho, J. C. M., and Pam, H. J. (2003). “Inelastic design of low-axially loaded high-strength reinforced concrete columns.” Eng. Struct., 25(8), 1083–1096.
Li, Y. F., and Sung, Y. Y. (2004). “A study on the shear-failure of circular sectioned bridge column retrofitted by using CFRP jacketing.” J. Reinforc. Plast. Compos., 23(8), 811–830.
Monti, G., Nisticò, N., and Santini, S. (2001). “Design of FRP jackets for upgrade of circular bridge piers.” J. Compos. Constr., 94–101.
Ozbakkaloglu, T., and Saatcioglu, M. (2006). “Seismic behavior of high-strength concrete columns confined by fiber-reinforced polymer tubes.” J. Compos. Constr., 538–549.
Panagiotakos, T. B., and Fardis, M. N. (2001). “Deformations of reinforced concrete members at yielding and ultimate.” ACI Struct. J., 98(2), 135–148.
Paulay, T., and Priestley, M. J. N. (1992). Seismic design of reinforced concrete and masonry buildings, Wiley, New York.
Pecce, M., and Fabbrocino, G. (1999). “Plastic rotation capacity of beams in normal and high-performance concrete.” ACI Struct. J., 96(2), 290–296.
Priestley, M. J. N., and Park, R. (1987). “Strength and ductility of concrete bridge columns under seismic loading.” ACI Struct. J., 84(1), 61–67.
Priestley, M. J. N., Seible, F., and Calvi, G. M. (1996). Seismic design and retrofit of bridges, Wiley, New York.
Sheikh, S. A., and Khoury, S. S. (1993). “Confined concrete columns with stubs.” ACI Struct. J., 90(4), 414–431.
Sheikh, S. A., and Yau, G. (2002). “Seismic behavior of concrete columns confined with steel and fiber-reinforced polymers.” ACI Struct. J., 99(1), 72–80.
Wang, L. M., and Wu, Y. F. (2008). “Effect of corner radius on the performance of CFRP-confined square concrete columns: Test.” Eng. Struct., 30(2), 493–505.
Wang, Z. Y., Lu, X. L., Li, W., and Wang, D. Y. (2009). “Experimental research on seismic performance of high strength concrete circular column confined with carbon fiber sheets at plastic hinge zone.” Build. Struct., 39(2), 21–24 (in Chinese).
Wei, Y. Y., and Wu, Y. F. (2012). “Unified stress-strain model of concrete for FRP-confined columns.” Constr. Build. Mater., 26(1), 381–392.
Wu, Y. F. (2006). “New avenue of achieving ductility for reinforced concrete members.” J. Struct. Eng., 1502–1506.
Wu, Y. F. (2008). “Ductility demand of compression yielding fiber-reinforced polymer-reinforced concrete beams.” ACI Struct. J., 105(1), 104–110.
Wu, Y. F., and Jiang, C. (2013a). “Effect of load eccentricity on the stress-strain relationship of FRP-confined concrete columns.” Compos. Struct., 98, 228–241.
Wu, Y. F., and Jiang, C. (2013b). “Quantification of bond-slip relationship for externally bonded FRP-to-concrete joints.” J. Compos. Constr., 673–686.
Wu, Y. F., and Wang, L. M. (2009). “Unified strength model for square and circular concrete columns confined by external jacket.” J. Struct. Eng., 253–261.
Wu, Y. F., and Wei, Y. Y. (2010). “Effect of cross-sectional aspect ratio on the strength of CFRP-confined rectangular concrete columns.” Eng. Struct., 32(1), 32–45.
Xiao, Y., Wu, H., and Martin, G. R. (1999). “Prefabricated composite jacketing of RC columns for enhanced shear strength.” J. Struct. Eng., 255–264.
Zhao, X. M. (2012). “Investigation of plastic hinges in reinforced concrete structures by finite element method and experimental study.” Ph.D. thesis, City Univ. of Hong Kong, Hong Kong.
Zhao, X. M., Wu, Y. F., and Leung, A. Y. T. (2012). “Analyses of plastic hinge regions in reinforced concrete beams under monotonic loading.” Eng. Struct., 34, 466–482.

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Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 18Issue 4August 2014

History

Received: Sep 3, 2013
Accepted: Dec 10, 2013
Published online: Jan 22, 2014
Discussion open until: Jun 22, 2014
Published in print: Aug 1, 2014

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Authors

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Cheng Jiang
Former Undergraduate Student, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China; presently, Ph.D. Student, Dept. of Civil and Architectural Engineering, City Univ. of Hong Kong, Hong Kong SAR, China.
Associate Professor, Dept of Civil and Architectural Engineering, City Univ. of Hong Kong, Hong Kong SAR, China (corresponding author). E-mail: [email protected]
Gang Wu
Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China.

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