Fiber reinforced polymers for historical bridges upgrading: a fatigue life assessment

Casadei P, Agneloni E (2008) Advance composites applications on historical structures in Italy: case studies and future developments. In: D’Ayala Fodde (ed) Structural analysis of historic construction. Taylor & Francis Group, London, pp 1007–1014 Triantafillou TC (2003) Strengthening of historic structures with advanced composites: a review. In: Gdoutos EE, Marioli-Riga ZP (eds) Recent advances in composite materials. Springer, Dordrecht, pp 337–344 Zhang J, Lin G, Vaidya U, Wang H (2023) Past, present and future prospective of global carbon fibre composite developments and applications. Compos B 250:110463 Meier U (2012) CFRP Tendons: Quo vadis? In: Middleton, C, Clark B (eds) Future Infrastructure Forum 2. EPSRC Network for Resilient & Sustainable Infrastructure, Cambridge Boothby R, Taerwe L (2004) Existing practice and standards on preservation of historical structures and case histories. In: De Lorenzis L, Nanni A (eds) International workshop on preservation of historical structures with FRP composites—final report. National Science Foundation (NSF), Arlington, pp 21–24 Kachlakev DI (2002) Horsetail creek bridge: design method calibration and experimental results of structural strengthening with CFRP and GFRP laminate. Adv Struct Eng 5(2):87–98 Meier U (2000) Composite materials in bridge repair. Appl Compos Mater 7:75–94 Demers CE (1998) Fatigue strength degradation of E-glass FRP composites and carbon FRP composites. Constr Build Mater 12:311–318 Ye XW, Su YH, Han JP (2014) A state-of-the-art review on fatigue life assessment of steel bridges. Mathematical Problems Eng 2014:1–13 Song L, Yu Z (2015) Fatigue performance of corroded reinforced concrete beams strengthened with CFRP sheets. Constr Build Mater 90:99–109 Meneghetti LC, Garcez MR, Teixeira RM and Silva Filho LCP (2017) Stress–cycle curves for concrete beams with fibre-reinforced polymer using runout data. Proceedings of the Institution of Civil Engineers—Structures and Buildings in press ASTM E739-10 (2015) Standard practice for statistical analysis of linear or linearized stress-life (S-N) and strain-life (ε-N) fatigue data. ASTM International, West Conshohocken CEB-FIP (2010) Model Code 2010: First Complete Draft Volume 2. International Federation for Structural Concrete (fib). Lausanne D'Angelo L, Rocha M, Nussbaumer A (2014) S-N-P fatigue curves using maximum likelihood method for fatigue resistance curves with application to straight and welded rebars. Proceeding of 7th European Conference on Steel and Composite Structures. ECCS European Convention for Constructional Steelwork, Brussel Badawi M A (2007) Monotonic and fatigue flexural behaviour of RC beams strengthened with prestressed NSM CFRP rods. The-sis. University of Waterloo, Waterloo, Canada Quattlebaum JB, Harries KA, Petrou MF (2005) Comparison of three flexural retrofit systems under mono-tonic and fatigue loads. J Bridg Eng 10(6):731–740 Mahal M, Täljsten B, Blanksvärd T (2016) Experimental performance of RC beams strengthened with FRP materials under monotonic and fatigue loads. Constr Build Mater 122:126–139 Charalambidi BG, Rousakis TC, Karabinis AI (2016) Fatigue behavior of large-scale reinforced concrete beams strengthened in flexure with fiber-reinforced polymer laminates. J Compos Constr 20(5):69–78 Silva Filho, J. N. (2005) Análise experimental de vigas “T” em concreto armado reforçadas à flexão com FRP submetidas a carregamentos pseudo-estáticos e cíclicos. Thesis. Department of Civil Engineering, University of Brasilia, Brasilia, Brazil Barnes RA, Mays GC (1999) Fatigue performance of concrete beams strengthened with CFRP plates. J Compos Constr 3(2):63–72 Rosenboom O, Rizkalla S (2006) Behavior of prestressed concrete strengthened with various CFRP systems subjected to fatigue loading. ASCE J Composites Constr 10(6):492–502 Peng H, Zhang J, Shang S, Liu Y, Cai FCS (2016) Experimental study of flexural fatigue performance of reinforced concrete beams strengthened with prestressed CFRP plates. Eng Struct 127:62–72 Aidoo J, Harries KA, Petrou MF (2004) Fatigue behavior of carbon fiber reinforced polymer strengthened reinforced concrete bridge girders. J Compos Constr 8(6):501–509 Gheorghiu C, Labossière P, Proulx J (2007) Response of CFRP-strengthened beams under fatigue with different load amplitudes. Constr Build Mater 21:756–763 Al Rousan RZ, Issa MA (2001) Fatigue performance of reinforced concrete beams strengthened with CFRP sheets. Constr Build Mater 25:3520–3529 Toutanji H, Zhao L, Deng Y, Zhang Y, Balaguru P (2006) Cyclic behavior of RC beams strengthened with carbon fiber sheets bonded by inorganic matrix. J Mater Civ Eng 18(1):28–35 Meneghetti L C (2007) Análise do comportamento à fadiga de vigas de concreto armado reforçadas com PRF de vidro, carbono e aramida. Thesis. Department of Civil Engineering, Federal University of Rio Grande do Sul, Porto Alegre, Brazil Masoud S, Soudki K, Topper T (2001) CFRP-strengthened and corroded rc beams under monotonic and fatigue loads. J Compos Constr 5(4):228–236 Wight RG Erki MA (2001) CFRP strengthening of severely damaged reinforced concrete slabs. In: 3rd International Conference on Concrete Under Severe Condition, Environment, and Loading (CONSEC'01). Vancouver, Canada, 18–20, 2191–2198 Masoud S, Soudki K, Topper T (2005) Postrepair fatigue performance of FRP-repaired corroded RC beams: experimental and analytical investigation. J Compos Constr 9(5):441–449 Papakonstantinou CG, Petrou MF, Harries KA (2001) Fatigue behavior of RC beams strengthened with GFRP sheets. J Compos Constr 5(4):246–253 Heffernan PJ, Erki MA (2004) Fatigue behavior of reinforced concrete beams strengthened with carbon fiber reinforced plastic laminates. J Compos Constr 8(2):132–140 Gussenhoven R and Breña SF (2005) Fatigue behavior of reinforced concrete beams strengthened with different FRP laminate configurations. American Concrete Institute, Farmington Hills, MI, USA, SP 230-36 pp. 613–630 Al Saraj WKA (2007) Fatigue behavior of reinforced concrete beams strengthened with GFRP sheets. J Eng Develop 11(2):1–18 Min X, Zhang J, Li X, Wang C, Tu Y, Sas G, Elfgren L (2022) An experimental study on fatigue debonding growth of RC beam strengthened with prestressed CFRP plates. Eng Struct 273:115081 Su M, Gong S, Liu Y, Peng H (2022) Flexural behavior of RC beams strengthened with fully or partially prestressed near-surface mounted FRP strips: an experimental investigation. Eng Struct 262:114345 Guo X, Wang Y, Huang P, Shu S (2021) Fatigue behavior of RC beams strengthened with FRP considering the influence of FRP-concrete interface. Int J Fatigue 143:105977 CSA S6-06 (2006) Canadian highway bridge design code (CHBDC). Toronto, Canada ACI 215R-74 (1997) Considerations for design of concrete structures subjected to fatigue loading. Farmington Hills, United States AASHTO LRFD (2004) Bridge design specifications. United States, Washington Oudah F, El-Hacha R (2013) Research progress on the fatigue performance of RC beams strengthened in flexure using FRP. Compos B Eng 47:82–95 Wang YC, Lee M, Chen BC (2007) Experimental study of FRP-strengthened RC bridge girders subjected to fatigue loading. Compos Struct 81(4):491–498 Meneghetti LC, Garcez MR, Silva Filho LCP, Gastal FPSL, Bittencourt TN (2014) Fatigue life of RC beams strengthened with FRP systems. Struct Concr 15(2):219–228 Meneghetti LC, Garcez MR, Silva Filho LCP, Gastal FPSL (2011) Fatigue life regression model of reinforced concrete beams strengthened with FRP. Mag Concr Res 63(7):539–549