Table of Contents
Chapter 1 - Internal FRP Reinforced Concrete Structures
SP-275-01: On the history and reliability of the flexural strength of FRP reinforced concrete members in ACI 440.1R
by C.K. Shield, T.V. Galambos, and P. Gulbrandsen
SP-275-02: Shear capacity of concrete beams with FRP reinforcement
by J. Hegger and M. Kurth
SP-275-03: Designing FRP reinforced concrete for deflection control
by S. Veysey and P. H. Bischoff
SP-275-04: Flexural strength and deflection characteristics of high-strength concrete beams with hybrid FRP and steel bar reinforcement
by Y. Yoon, J. Yang, K. Min, and H. Shin
SP-275-05: Static testing of full-scale concrete bridge barriers reinforced with GFRP bars
by E.A. Ahmed, and B. Benmokrane
SP-275-06: Development length of carbon fiber reinforced polymer bars in concrete
by S. Krem, and K. Soudki
Chapter 2 - Strengthening of Reinforced Concrete Columns
SP-275-07: Investigation of bar buckling in columns confined with composite material jackets
by D.A. Bournas, and T. C. Triantafillou
SP-275-08: Confinement model for capsule-shaped concrete columns
by K. H. Tan, and T. Bhowmik
SP-275-09: Strain development and hoop strain efficiency in FRP confined square columns
by J. Barrington, D. Dickson, L. Bisby, and T. Stratford
SP-275-10: Volumetric response of FRP-confined full-scale RC columns
by A. De Luca, F. Nardone, F. Matta, G. P. Lignola, A. Prota, and A. Nanni
SP-275-11: Behavior of concrete piles confined with CFRP grid
by L. Ding, H. M. Seliem, S. H. Rizkalla, G. Wu, and Z. Wu
SP-275-12: An ultimate drift based design method for FRP retrofitted RC columns
by O. Özcan, B. Binici, and G. Özcebe
Chapter 3 - Characterization of FRP Materials and Systems
SP-275-13: Experimental investigation of HFRP composite beams
by H. Mutsuyoshi, N. D. Hai, K. Shiroki , T. Aravinthan and A. Manalo
SP-275-14: Non-contact measuring techniques to characterize deformation on FRP U-wrap anchors
by J. Lee, and M.M. Lopez
SP-275-15: Preliminary evaluation of slurry waterproofing materials on FRP durability
by K. J. Von Feldt and C. W. Dolan
SP-275-16: Discrete fiber reinforced polymer systems for repair of concrete structures: polyurea-fiber characterization results
by N.L. Carey and J. J. Myers
SP-275-17: Grancrete for flexural strengthening of concrete structures
by A. J. Obregon-Salinas, S.H. Rizkalla, and P. Zia
SP-275-18: Characterization of FRP as an oxygen barrier
by C. Khoe, R. Sen, and V. Bhethanabotla
Chapter 4 - Bond of FRP-to-Concrete Systems
SP-275-19: Modeling of CFRP-concrete interface subjected to coupled pull-out and push-off actions
by T. Mohammadi, B. Wan, and J.Dai
SP-275-20: Differences between FRP bond behavior in cracked and uncracked regions
by M. T. Khorramabadi, and C. J. Burgoyne
SP-275-21: A solution for intermediate crack-induced debonding in plated beams
by V. Narayanamurthy, J. Chen, and J. Cairns
SP-275-22: Influence of the curvature on the bond force transfer of EBR
by W. Finckh, and K. Zilch
SP-275-23: Bond-slip relationship for externally-bonded FRP with limited bond length
by Y. Zhou, Y. Wu, Y. Yun, L. Sui, and F. Xing
SP-275-24: Bond tests on concrete elements strengthened with EBR and NSM FRP systems
by A. Bilotta, F. Ceroni, M. Di Ludovico, E. Nigro, M. Pecce, and G. Manfredi
Chapter 5 - Emerging FRP-Concrete Systems
SP-275-25: Innovative reinforcement for fabric formed concrete structures
by J.J. Orr, A.P. Darby, T.J. Ibell, and M.C. Evernden
SP-275-26: Safety-enhancement of RC bridge frame columns using bond-based damage-controllable steel basalt-fiber composite bars
by M.F.M. Fahmy, Z.S. Wu, and G. Wu
SP-275-27: Design by testing of debonding load in RC elements strengthened with EBR FRP materials
by A. Bilotta, F. Ceroni, E. Nigro, and M. Pecce
SP-275-28: Load-bearing behavior of pedestrian bridge made of textile reinforced concrete
by J. Hegger, C. Goralski and C. Kulas
SP-275-29: Lightweight concrete bridge deck precast panels reinforced with GFRP bars
by R. Liu, C.P. Pantelides, L.D. Reaveley, and B.T. Besser
SP-275-30: Advances in corrosion repair of piles using FRP
by R. Sen, G. Mullins, J. Aguilar, and D. Winters
Chapter 6 - FRP Shear Strengthening of RC Beams
SP-275-31: Analysis of CFRP strap-strengthened reinforced concrete beams using the Modified Compression Field Theory (MCFT)
by H.D. Yapa, and J. M. Lees
SP-275-32: Shear strengthening of RC beams with EB FRP: evolutive model versus code
by A. Mofidi, and O. Chaallal
SP-275-33: Shear strength of lightweight reinforced concrete beams strengthened with CFRP strips
by R. Alrousan, M. A. Issa, T. Ovitigala, and M.A. Issa
SP-275-34: Parametric studies of the NSM FRP strips shear strength contribution to a RC beams
by V. Bianco, J.A.O. Barros, G. Monti
SP-275-35: Parametric study of web bonded CFRP shear reinforcement effects on internal steel stresses
by A.S. Larkin, J. Tatar, and C.W. Dolan
SP-275-36: Shear strengthening RC T-beams using CFRP laminates and anchors
by Y. Kim, K.T. Quinn, C.N. Satrom, W.M. Ghannoum, and J.O. Jirsa
Chapter 7 - Fatigue Performance and Anchorage of FRP Systems
SP-275-37: Evaluation of empirical fatigue prediction models for FRP-strengthened RC beams
by K. Gordon, and L. Cheng
SP-275-38: Fatigue strength prediction of RC beams strengthened in flexure using prestressed NSM CFRP strips
by F. Oudah, and R. El-Hacha
SP-275-39: Creep behavior and tensile properties of GFRP bars under sustained service loads
by T. Youssef, and B. Benmokrane
SP-275-40: Quality control test for Carbon Fiber Reinforced Polymer (CFRP) anchors for rehabilitation
by G.D. Huaco, J.O. Jirsa, and O. Bayrak
SP-275-41: An experimental study on improving anchor performance for CFRP tendons
by W.T. Jung, Y.H. Park, and J.S. Park
SP-275-42: Investigation of efficient anchorage systems for shear and torsion retrofitting of box girder bridges
by R. Kalfat, R. Al-Mahaidi, and G. Williams
Chapter 8 - FRP Strengthening of Masonry Structures
SP-275-43: Behavior of FRP strengthened large-scale masonry walls
by A. Sayari, T. Donchev, and M. Limbachiya
SP-275-44: Masonry walls strengthened with innovative composites
by A. Balsamo, M. Di Ludovico, A. Prota, and G. Manfredi
SP-275-45: Design guidance for blast resistant reinforced concrete and masonry components retrofitted with FRP
by C.J. Oswald, K. El-Domiaty, and M. Bazan
SP-275-46: ACI design guide for flexural and shear strengthening of URM walls with FRP systems
by J.G. Tumialan, W.J. Gold, N. Galati, and A. Prota
SP-275-47: Recent revisions to acceptance criteria for concrete and masonry strengthening using externally bonded FRP systems (AC125)
by S. Rocca, M. Ekenel, N. Galati, B. Gerber, and T. Alkhrdaji
SP-275-48: Experimental studies of mechanically-fastened FRP systems: state-of-the-art
by V.L. Brown, L.C. Bank, D. Arora, D. T. Borowicz, A. Godat, A.J. Lamanna, J. Lee, F. Matta, A. Napoli, and K.H. Tan
Chapter 9 - Performance of FRP Systems Subject to Extreme Events
SP-275-49: FRP versus fiber reinforced cementitious mortar systems at elevated temperature
by L. Bisby, T. Stratford, J. Smith, and S. Halpin
SP-275-50: Tests at high temperatures on concrete slabs reinforced with bent FRP bars
by E. Nigro, G. Cefarelli. A. Bilotta, G. Manfredi, and E. Cosenza
SP-275-51: Fire testing of RC beams strengthened with NSM reinforcement
by A. Palmieri, S. Matthys, and L. Taerwe
SP-275-52: Influence of high temperature on bond between NSM FRP bars/strips and concrete
by A. Palmieri, S. Matthys, and L. Taerwe
SP-275-53: Seismic retrofitting of RC shear wall with external bonded CFRP
by S. Qazi, E. Ferrier, L. Michel, and P. Hamelin
SP-275-54: The effect of previous damage on the effectiveness of FRP-jacketing for seismic repairs of RC structural members
by G.E. Thermou, S.P. Tastani, and S.J. Pantazopoulou
Chapter 10 - Applications of FRP Systems in Reinforced Concrete
SP-275-55: Permanent participating FRP formwork for concrete floor slabs
by X. Gai, A. Darby, T. Ibell, and M. Evernden
SP-275-56: Influence of connection detailing on the strength of concrete-filled FRP tubes under bending and shear
by S. Zakaib, P. Sadeghian, and A. Fam
SP-275-57: Parametric analysis and experimental study on concrete columns reinforced by steel-BFRP composite bar
by Z.Y. Sun, G. Wu, Z.S. Wu, and J.B. Hao
SP-275-58: Axial behavior of slender-concrete-filled FRP-tube columns reinforced with steel and carbon FRP bars
by R. Masmoudi, and H. Mohamed
SP-275-59: Flexural behavior of GFRP-RC slabs post-tensioned with CFRP tendons
by M. Noël, K. Soudki, and A. El-Sayed
SP-275-60: Prestressed concrete girder repair with CFRP post-tensioned rods
by C.A. Burningham, C.P. Pantelides, and L.D. Reaveley
Chapter 11 - Durability of FRP Systems
SP-275-61: Durability study of GFRPP rebar in alkali, acid and salt solution
by C. Wang, G. Xian, and J. Ou
SP-275-62: Effect of severe environmental and loading conditions on GFRP-RC bridge deck slabs
by A. El-Ragaby, and E.F. El-Salakawy
SP-275-63: Effects of freeze-thaw cycling and sustained load on FRP-concrete interface
by J. Shi, H. Zhu, Z. Wu, and G. Wu
SP-275-64: Durability design approach for GFRP bar Reinforced Concrete (RC) members
by J. Huang, and R. Aboutaha
SP-275-65: Evaluation of time and temperature dependent deformation of FRP bonded to concrete
by Y. Jeong, A. Jaipuriar, M.M. Lopez, and C.E. Bakis
SP-275-66: Testing protocol for bonded CFRP durability
by H.R. Hamilton, C.W. Dolan, J.E. Tanner, and E.P. Douglas
Chapter 12 - FRP Strengthening of Concrete Structures
SP-275-67: Flexural behavior of mechanically-fastened FRP-strengthened concrete members
by V.L. Brown, A. Dinh and G. Iacono
SP-275-68: Strength and deflection enhancement of RC slabs with anchored FRP strengthening
by S.T. Smith, S. Hu, S. J. Kim, and R. Seracino
SP-275-69: Tension and compression strengthening of RC members by CFRP composite fabrics
by C.T. Hsu, and W. Punurai
SP-275-70: Experimental and numerical analysis of RC two-span slabs strengthened with NSM CFRP laminates
by G. Dalfré, and J.A.O. Barros
SP-275-71: NSM FRP strips shear strength contribution to a RC beam: a design procedure
by V. Bianco, G. Monti, and J.A.O. Barros
SP-275-72: The west gate bridge: strengthening of a 20th century bridge for 21st century loading
by G. Williams, R. Al-Mahaidi, and R. Kalfat