Technical Papers
Mar 20, 2012

Slenderness Limit for Short FRP-Confined Circular RC Columns

Publication: Journal of Composites for Construction
Volume 16, Issue 6

Abstract

Strengthening of RC columns through lateral confinement provided by external fiber-reinforced polymer (FRP) jackets (or wraps) has become an increasingly popular technique over the past decade. Nevertheless, relevant design provisions in existing design guidelines are only concerned with the design of FRP jackets for short columns in which the slenderness effect is negligible. Even for the safe application of the existing design provisions for short columns, there is an urgent need to define a slenderness limit for short FRP-confined columns. This paper proposes such a slenderness limit expression based on the numerical results of a comprehensive parametric study that investigates the effects of various parameters on the slenderness limit using a recently developed theoretical column model. An important feature of the proposed expression is that it separates the effect of FRP confinement on the slenderness limit from the effect of other parameters. This feature allows existing slenderness limit expressions for short RC columns of different forms to be readily upgraded for use in the design of FRP-confined RC columns by incorporating the part dealing with the effect of FRP confinement in the proposed expression.

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Acknowledgments

The authors are grateful for the financial support received from the Research Grants Council of the Hong Kong SAR (Project No. PolyU 5289/08E), The Hong Kong Polytechnic University, and the Zhejiang Provincial Natural Science Foundation of China (Grant No. Y1091019).

References

American Concrete Institute (ACI). (1997). “ACI design handbook: Design of structural reinforced concrete elements in accordance with the strength design method of ACI 318-95.” ACI 340R-97, Farmington Hills, MI.
American Concrete Institute (ACI). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R, Farmington Hills, MI.
American Concrete Institute (ACI). (2008a). “Building code requirements for structural concrete and commentary.” ACI-318, Farmington Hills, MI.
American Concrete Institute (ACI). (2008b). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R, Farmington Hills, MI.
Bazant, Z. P., Cedolin, L., and Tabbara, M. R. (1991). “New method of analysis for slender columns.” ACI Struct. J., 88(4), 391–401.
Bisby, L. A., and Ranger, M. (2010). “Axial-flexural interaction in circular FRP-confined reinforced concrete columns.” Constr. Build. Mater., 24(9), 1672–1681.
British Standards Institution (BSI). (1997). “Structural use of concrete, part 1. Code of practice for design and construction.” BS 8110, London.
Code of China. (2002). “Code for design of concrete structures.” GB-50010, China Architecture and Building Press, Beijing, China.
Code of China. (2010). “Technical code for infrastructure application of FRP composites.” GB-50608, China Planning Press, Beijing, China.
Comité Euro-International du Beton (CEB-FIP). (1993). “Model code 1990.”, Paris.
Concrete Society. (2004). “Design guidance for strengthening concrete structures with fibre composite materials, second edition.”, Crowthorne, UK.
Cranston, W. B. (1972). “Analysis and design of reinforced concrete columns.”, Cement and Concrete Association, London, UK.
European Committee for Standardization (CEN). (1992). “Design of concrete structures—part 1: General rules and rules for buildings.”, Brussels, Belgium.
Fitzwilliam, J., and Bisby, L. A. (2010). “Slenderness effects on circular CFRP- confined reinforced concrete columns.” J. Compos. Constr., 14(3), 280–288.
Hellesland, J. (2005). “Nonslender column limits for braced and unbraced reinforced concrete members.” ACI Struct. J., 102(1), 12–21.
International Federation for Structural Concrete (fib). (2001). Externally bonded FRP reinforcement for RC structures, Lausanne, Switzerland.
ISIS Canada. (2001). Design manual no. 4: Strengthening reinforced concrete structures with externally-bonded fibre reinforced polymers, Winnipeg, Canada.
Jiang, T., and Teng, J. G. (2007). “Analysis-oriented models for FRP-confined concrete: A comparative assessment.” Eng. Struct., 29(11), 2968–2986.
Jiang, T., and Teng, J. G. (2012). “Theoretical model for slender FRP-confined circular RC columns.” Constr. Build. Mater., 32, 66–76.
Lam, L., and Teng, J. G. (2003). “Design-oriented stress-strain model for FRP-confined concrete.” Constr. Build. Mater., 17(6–7), 471–489.
Lam, L., and Teng, J. G. (2004). “Ultimate condition of fiber reinforced polymer-confined concrete.” J. Compos. Constr., 8(6), 539–548.
MacGregor, J. G. (1993). “Design of slender concrete columns-revisited.” ACI Struct. J., 90(3), 302–309.
MacGregor, J. G., Breen, J. E., and Pfrang, E. O. (1970). “Design of slender concrete columns.” ACI J., 67(1), 6–28.
Mari, A. R., and Hellesland, J. (2005). “Lower slenderness limits for rectangular reinforced concrete columns.” J. Struct. Eng., 131(1), 85–95.
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.
National Research Council (CNR). (2004). “Guide for the design and construction of externally bonded FRP systems for strengthening existing structures.”, Advisory Committee on Technical Recommendations for Construction, Rome.
Newmark, N. M. (1943). “Numerical procedure for computing deflections, moments, and buckling loads.” ASCE Trans., 108, 1161–1234.
Pfrang, E. O., and Siess, C. P. (1961). “Analytical study of the behavior of long restrained reinforced concrete columns subjected to eccentric loads.” Structural Research Series, No. 214, Univ. of Illinois, Urbana, IL.
Tamuzs, V., Tepfers, R., Zile, E., and Valdmanis, V. (2007). “Stability of round concrete columns confined by composite wrappings.” Mech. Compos. Mater., 43(5), 445–452.
Tamuzs, V., Valdmanis, V., Tepfers, R., and Gylltoft, K. (2008). “Stability analysis of CFRP-wrapped concrete columns strengthened with external longitudinal CFRP sheets.” Mech. Compos. Mater., 44(3), 199–208.
Tao, Z., Teng, J. G., Han, L. H., and Lam, L. (2004). “Experimental behaviour of FRP-confined slender RC columns under eccentric loading.” Proc., Second Int. Conf. on Advanced Polymer Composites for Structural Applications in Construction, Univ. of Surrey, Guildford, UK, 203–212.
Teng, J. G., Huang, Y. L., Lam, L., and Ye, L. P. (2007). “Theoretical model for fiber reinforced polymer-confined concrete.” J. Compos. Constr., 11(2), 201–210.
Teng, J. G., Jiang, T., Lam, L., and Luo, Y. Z. (2009). “Refinement of a design-oriented stress-strain model for FRP-confined concrete.” J. Compos. Constr., 13(4), 269–278.

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Published In

Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 16Issue 6December 2012
Pages: 650 - 661

History

Received: Dec 5, 2011
Accepted: Mar 16, 2012
Published online: Mar 20, 2012
Published in print: Dec 1, 2012

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Authors

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T. Jiang
Lecturer, Zhejiang Provincial Key Laboratory of Space Structures, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou, Zhejiang Province, China; formerly Ph.D. Student, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China.
M.ASCE
Chair Professor of Structural Engineering, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China (corresponding author). E-mail: [email protected]

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