Abstract
The use of composite materials for reinforced concrete (RC) structures strengthening has become a well-established practice in the last decades, especially in seismic zones, either for retrofitting RC buildings not designed to resist seismic loads or for post-event structural rehabilitations. The most common composite materials used in structural engineering applications are Fibre Reinforced Polymers (FRPs). A large number of guidelines and codes have been developed, collecting the most advanced concepts in FRP-strengthening: this chapter makes reference to one such document, the Italian CNR DT-200 R1/2013 (Instructions for design, execution and control of strengthening interventions through fibre-reinforced composites. Consiglio Nazionale delle Ricerche (CNR), Roma, 1), and deals with all the aspects relevant to a correct design process, which should start with a proper structural safety assessment and then move to the definition of material properties, main strengthening schemes and design equations. The concepts discussed herein can also be found in EN 1998-3 (Eurocode 8: design of structures for earthquake resistance. European Committee for Standardization, Brussel, 2) and in a recent State-of-the-Art book by RILEM (3).
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Similar content being viewed by others
References
CNR-DT 200 R1/2013: Instructions for design, execution and control of strengthening interventions through fibre-reinforced composites. Consiglio Nazionale delle Ricerche (CNR), Roma, Italy. 2014.
EN. Eurocode 8: design of structures for earthquake resistance. Brussel: European Committee for Standardization; 1998. p. 2004.
Pellegrino C, Sena-Cruz J (eds) Design procedures for the use of composites in strengthening of reinforced concrete structures. RILEM State-of-the-Art Report 19, Springer, The Netherlands (2016).
Petrone F, Monti G. FRP-RC beam in shear: mechanical model and assessment procedure for pseudo-ductile behavior. Polymers. 2014;6(7):2051–64.
Other Selected References
Bond
Alam MS, Kanakubo T, Yasojima A. Shear-peeling bond strength between continuous fiber sheet and concrete. ACI Struct J. 2012;109(1):75–82.
Bilotta A, Faella C, Martinelli E, Nigro E. Indirect identification method for bilinear bond-law relationship. J. Compos Constr ASCE. 2011;. doi:10.1061/(ASCE)CC.1943-5614.0000253).
Bilotta A, Faella C, Martinelli E, Nigro E. Indirect identification method of bilinear interface laws for FRP bonded on a concrete substrate. J Compos Constr. 2012;16:171–184. ISSN: 1090-0268. doi:10.1061/(ASCE)CC.1943-5614.0000253.
Bizindavyi L, Neale KW. Transfer lengths and bond strengths for composites bonded to concrete. J Compos Constr ASCE. 1999;3:153–60.
Bizindavyi L, Neale KW, Erki MA. Experimental Investigation of Bonded Fiber Reinforced Polymer-Concrete Joints under Cyclic Loading. J Compos Constr ASCE. 2003;7(2):127–34.
Ceroni F, Pecce M. Evaluation of bond Strength in concrete element externally reinforced with CFRP sheets and anchoring devices. J Compos Constr ASCE. 2010;14(5):521–30.
Chajes MJ, Finch WW, Januszka TF, Thomson TA. Bond and force transfer of composite material plates bonded to concrete. ACI Struct J. 1996;93(2):208–17.
Chen JF, Teng JG. Anchorage strength models for FRP and steel plates bonded to concrete. ASCE J Struct Eng. 2001;127(7):784–91.
De Lorenzis L, Miller B, Nanni A. Bond of fiber-reinforced polymer laminates to concrete. ACI Mater J. 2001;98:256–64.
Ferracuti B, Savoia M, Mazzotti C. Interface law for FRP-concrete delamination. Compos Struct. 2007;80(4):523–31.
Ko H, Sato Y. Bond stress-slip relationship between FRP sheet and concrete under cyclic load. J Compos Constr ASCE. 2007;11(4):419–26.
Mazzotti C, Savoia M, Ferracuti B. An experimental study on delamination of FRP plates bonded to concrete. Constr Build Mater. 2008;22:1409–21.
Nakaba K, Kanakubo T, Furuta T, Yoshizawa H. Bond behaviour between fiber-reinforced polymer laminates and concrete. ACI Struct J. 2001;98(3):359–67.
Oller E, Cobo Del Arco D, Marì Bernat AR. Design proposal to avoid peeling failure in FRP-strengthened reinforced concrete beams. J Compos Constr. 2009;13(5):384–93.
Smith ST, Teng JG. FRP-strengthened RC beams-II: assessment of debonding strength models. Eng Struct. 2002;24(4):397–417.
Flexure and Shear Strengthening
Bousselham A, Chaallal O. Behaviour of reinforced concrete T-beams strengthened in shear with carbon fibre-reinforced polymer—An experimental study. ACI Struct J. 2006;103(3):339–47.
Bousselham A, Chaallal O. Mechanisms of shear resistance of concrete beams strengthened in shear with externally bonded FRP. J Compos Constr. 2008;12(5):302–14.
Bukhari IA, Vollum RL, Ahmad S, Sagaseta J. Shear strengthening of reinforced concrete. Magazine of Concrete Research. 2010;62(1):65–77.
Chen JF, Teng JG. Shear capacity of FRP-strengthened RC beams: FRP debonding. Constr Build Mater. 2003;17:27–41.
Carolin A, Taljsten B. Theoretical study on strengthening for increased shear bearing capacity. J Compos Constr. 2005;9(6):497–506.
Chen GM, Teng JG, Chen JF. Shear strength for FRP-strengthened RC beams with adverse FRP-steel interaction. J Compos Constr. 2013;17(1):50–66.
Chen GM, Teng JG, Chen JF, Rosenboom OA. Interaction between steel stirrups and shear-strengthening FRP strips in RC beams. J Compos Constr. 2010;14(5):498–509.
Chen JF, Teng JG. Shear capacity of FRP-strengthened RC beams: FRP rupture. J Struct Eng. 2003;129(5):615–25.
D’Antino T, Pellegrino C, Salomoni V, Mazzucco G. Shear behavior of RC structural members strengthened with FRP materials: a three dimensional numerical approach. ACI SP286-05, p. 69–84, 2012.
Khalifa A, Gold WJ, Nanni A, Abdel Aziz MI. Contribution of externally bonded FRP to shear capacity of RC flexural members. J Compos Constr. 1998;2(4):195–202.
Lima J, Barros J. Reliability analysis of shear strengthening externally bonded FRP models. Proc Inst Civ Eng (ICE) Struct. Build. 2011;164(1):43–56.
Modifi A, Chaallal O. Shear strengthening of RC beams with EB FRP: Influencing factors and conceptual debonding model. J Compos Constr. 2011;15(5):62–74.
Monti G, Liotta MA. Tests and design equations for FRP-strengthening in shear. Constr Build Mater. 2007;21:799–809.
Pellegrino C, Modena C. FRP shear strengthening of RC beams with transverse steel reinforcement. J Compos Constr. 2002;6(2):104–11.
Pellegrino C, Vasic M. Assessment of design procedures for the use of externally bonded FRP composites in shear strengthening of reinforced concrete beams. Compos B Eng. 2013;45(1):727–41.
Petrone F, Monti G. FRP-RC beam in shear: Mechanical model and assessment procedure for pseudo-ductile behavior. Polymers. 2014;6:2051–64.
Regan PE. Research on shear: A benefit to humanity or a waste of time? Structural Engineering. 1993;71:337–47.
Sas G, Täljsten B, Barros J, Lima J, Carolin A. Are available models reliable for predicting the FRP contribution to the shear resistance of RC beams? J Compos Constr. 2009;13(6):514–34.
Confinement
Carey SA, Harries KA. Axial behaviour and modeling of confined small, medium, and large-scale circular sections with carbon fiber-reinforced polymer jackets. ACI Struct J. 2005;102(4):596–604.
Chaallal O, Shahawy M, Hassa M. Performance of axially loaded short rectangular columns strengthened with carbon FRP wrapping. J Compos Constr. 2003;7(3):200–8.
De Lorenzis L, Tepfers R. Comparative study of models on confinement of concrete cylinders with fiber reinforced polymer composites. ASCE J Compos Constr. 2003;7(3):219–37.
Fahmy MFM, Wu Z. Evaluating and proposing models of circular concrete columns confined with different FRP composites. Compos B. 2010;41(3):199–213.
Girgin ZC. Modified failure criterion to predict ultimate strength of circular columns confined by different materials. ACI Struct J. 2009;106(6):800–9.
Harajli MH, Dagher F. Seismic strengthening of bond-critical regions in rectangular reinforced concrete columns using fiber-reinforced polymer wraps. ACI Struct J. 2008;105(1):68–77.
Harajli MH. Axial stress–strain relationship for FRP confined circular and rectangular concrete columns. Cem Concr Compos. 2006;28:938–48.
Harajli MH, Hantouche E, Soudki K. Stress-strain model for fiber-reinforced polymer jacketed concrete columns. ACI Struct J. 2006;103(5):672–80.
Ilki A, Kumbasar N. Compressive behaviour of carbon fibre composite jacketed concrete with circular and non circular cross-section. J Earthq Eng. 2003;7(3):381–406.
Ilki A, Peker O, Karamuk E, Demir C, Kumbasar N. FRP retrofit of low and medium strength circular and rectangular reinforced concrete columns. ASCE J Mater Civ Eng. 2008;20(2):169–88.
Jiang T, Teng JG. Analysis-oriented models for FRP-confined concrete: a comparative assessment. Eng Struct. 2007;29(11):2968–86.
Lignola GP, Nardone F, Prota A, Manfredi G. Analytical model for the effective strain in FRP-wrapped circular RC columns. Compos Part B. 2012;43(8):3208–18.
Lignola GP, Nardone F, Prota A, De Luca A, Nanni A. Analysis of RC hollow columns strengthened with GFRP. ASCE J Compos Constr. 2011;15(4):545–56.
Lin JL, Liao CI. Compressive strength of reinforced concrete column confined by composite material. Compos Struct. 2004;65:239–50.
Matthys S, Toutanji H, Audenaert K, Taerwe L. Axial load behavior of large-scale columns confined with fiber-reinforced polymer composites. ACI Structural Journal. 2005;102(2):258–67.
Mirmiran A, Shahawy M, Samaan M, El Echary H, Mastrapa JC, Pico O. Effect of column parameters on FRP-confined concrete. ASCE J Compos Constr. 1998;2(4):175–85.
Ozbakkaloglu T, Lim JC, Vincent T. FRP-confined concrete in circular sections: review and assessment of stress–strain models. Eng Struct. 2013;49:1068–88.
Pessiki S, Harries KA, Kestner JT, Sause R, Ricles JM. Axial behaviour of reinforced concrete columns confined with FRP jackets. ASCE J Compos Constr. 2001;5(4):237–45.
Realfonzo R, Napoli A. Concrete confined by FRP systems: confinement efficiency and design strength models. Compos B. 2011;42(4):736–55.
Spoelstra MR, Monti G. FRP-confined concrete model. ASCE J Compos Constr. 1999;3(3):143–50.
Tan KH. Strength enhancement of rectangular RC columns using FRP. ASCE J Compos Constr. 2002;6(3):175–83.
Teng JG, Lam L. Behaviour and modeling of fiber reinforced polymer-confined concrete. ASCE J Struct Eng. 2004;130(11):1713–23.
Wang LM, Wu YF. Effect of corner radius on the performance of CFRP-confined square concrete columns: test. Eng Struct. 2008;30(2):493–505.
Wu YF, Wang LM. Unified strength model for square and circular concrete columns confined by external jacket. ASCE J Struct Eng. 2009;135(3):253–61.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2018 Springer Nature Singapore Pte Ltd.
About this chapter
Cite this chapter
Monti, G., Petrone, F. (2018). Strengthening of RC Buildings with Composites. In: Costa, A., Arêde, A., Varum, H. (eds) Strengthening and Retrofitting of Existing Structures. Building Pathology and Rehabilitation, vol 9. Springer, Singapore. https://doi.org/10.1007/978-981-10-5858-5_7
Download citation
DOI: https://doi.org/10.1007/978-981-10-5858-5_7
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-10-5857-8
Online ISBN: 978-981-10-5858-5
eBook Packages: EngineeringEngineering (R0)