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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2017. Use of Fiber-Reinforced Polymers in Highway Infrastructure. Washington, DC: The National Academies Press. doi: 10.17226/24888.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2017. Use of Fiber-Reinforced Polymers in Highway Infrastructure. Washington, DC: The National Academies Press. doi: 10.17226/24888.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2017. Use of Fiber-Reinforced Polymers in Highway Infrastructure. Washington, DC: The National Academies Press. doi: 10.17226/24888.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2017. Use of Fiber-Reinforced Polymers in Highway Infrastructure. Washington, DC: The National Academies Press. doi: 10.17226/24888.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2017. Use of Fiber-Reinforced Polymers in Highway Infrastructure. Washington, DC: The National Academies Press. doi: 10.17226/24888.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2017. Use of Fiber-Reinforced Polymers in Highway Infrastructure. Washington, DC: The National Academies Press. doi: 10.17226/24888.
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141 American Concrete Institute (ACI), Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures, ACI 440.2R-08, ACI, Farmington Hills, Mich., 2008a. American Concrete Institute (ACI), Specification for Carbon and Glass Fiber-Reinforced Poly- mer Bar Materials for Concrete Reinforcement, ACI 440.6R-08, ACI, Farmington Hills, Mich., 2008b. American Concrete Institute (ACI), Guide Test Methods for Fiber-reinforced Polymer (FRP) Com- posites for Reinforcing or Strengthening Concrete and Masonry Structures, ACI 440.3R-12, American Concrete Institute Committee 440 (Fiber-reinforced Polymer Reinforcement), ACI, Farmington Hills, Mich., 2012. American Concrete Institute (ACI), Guide for the Design and Construction of Structural Concrete Reinforced with Fiber-reinforced Polymer (FRP) Bars, ACI 440.1R-15, ACI, Farmington Hills, Mich., 2015a. American Concrete Institute (ACI), Guide to Accelerated Conditioning Protocols for Durability Assess- ment of Internal and External Fiber-Reinforced Polymer (FRP) Reinforcement, (ACI 440.9R-15), ACI, Farmington Hills, Mich., 2015b. American Society for Testing and Materials (ASTM), Standard Practice for Measuring Life-Cycle Costs of Building and Building Systems (ASTM E917-15), ASTM, West Conshohocken, Pa., 2015. American Society of Civil Engineers (ASCE), America’s Infrastructure, ASCE, Reston, Va., 2013. Arnold, S.F. and H. Carr, “FRP Strengthening,” Concrete International, Vol. 32, No. 4, 2010, pp. 46–49. Asiedu, Y. and P. Gu, “Product Life Cycle Cost Analysis: State of the Art Review,” International Journal of Production Research, Vol. 36, No. 4, 1998, pp. 883–908. Atadero, R.A., D.G. Allen, and O.R. Mata, Long Term Monitoring of Mechanical Properties of FRP Repair Materials, Colorado Department of Transportation, Denver, 2012. Au, F.T.K. and J.S. Du, “Deformability of Concrete Beams with Unbonded FRP Tendons,” Engineering Structures, Vol. 30, 2008, pp. 3764–3770. Badawi, M. and K. Soudki, “Flexural Strengthening of RC Beams with Prestressed NSM CFRP Rods, Experimental and Analytical Investigation,” Construction and Building Materials, Vol. 23, 2009, pp. 3292–3300. Banibayat, P. and A. Patnaik, “Creep Rupture Performance of Basalt Fiber-reinforced Polymer Bars,” Journal of Aerospace Engineering, Vol. 28, No. 3, 2015. Bank, L.C., Composites for Construction: Structural Design with FRP Materials, Wiley, Hoboken, N.J., 2006. Banthia, N., A. Abdolrahimzadeh, M. Demers, A.A. Mufti, and S.A. Shikh, “Durability of FRP-concrete Bond in FRP-strengthened Bridges,” Concrete International, Vol. 32, No. 8, 2010, pp. 45–51. Barros, J.A.O., S.J.E. Dias, and J.L.T. Lima, “Efficacy of CFRP-based Techniques for the Flexural and Shear Strengthening of Concrete Beams,” Cement and Concrete Composites, Vol. 29, 2007, pp. 203–217. Basler, M., R. Clenin, and M. Descroches, “Bridge Strengthening with Prestressed CFRP Plate Systems,” Advanced Composite Materials in Bridges and Structures (ACMBS IV), CD-ROM, 2004, 8 pp. Belarbi, A., Guide Specification for the Design of Concrete Bridge Beams Prestressed with CFRP Systems, NCHRP Project 12-97, 2016 [Online]. Available: http://apps.trb.org/cmsfeed/TRBNet ProjectDisplay.asp?ProjectID=3410. Belarbi, A., S.-W. Bae, A. Ayoub, D. Kuchma, A. Mirmiran, and A. Okeil, NCHRP Report 678: Design of FRP Systems for Strengthening Concrete Girders in Shear, Transportation Research Board of the National Academies, Washington, D.C., 2011. Belarbi, A., S.-W. Bae, and A. Brancaccio, “Behavior of Full-scale RC T-beams Strengthened in Shear with Externally Bonded FRP Sheets,” Construction and Building Materials, Vol. 32, 2012, pp. 27–40. Belarbi, A. and H. Wang, “Bond Durability of FRP Bars Embedded in Fiber-reinforced Concrete,” Journal of Composites for Construction, Vol. 16, No. 4, 2012, pp. 371–380. Benmokrane, B., P. Wang, T.M. Ton-That, H. Rahman, and J.-F. Robert, “Durability of Glass Fiber-Reinforced Polymer Reinforcing Bars in Concrete Environment,” Journal of Composites for Construction, Vol. 6, No. 3, 2002, pp. 143–153. Benmokrane, B., E. El-Salakawy, G. Desgagne, and T. Lackey, “FRP Bars for Bridges,” Concrete International, Vol. 26, No. 8, 2004, pp. 84–90.

142 Benmokrane, B., E. El-Salakawy, A. El-Ragaby, and T. Lackey, “Designing and Testing of Concrete Bridge Decks Reinforced with Glass FRP Bars,” Journal of Bridge Engineering, Vol. 11, No. 2, 2006, pp. 217–229. Benmokrane, B., E. El-Salakawy, S. EL-Gamal, and S. Goulet, “Construction and Testing of an Innovative Concrete Bridge Deck Totally Reinforced with Glass FRP Bars: Val-Alain Bridge on Highway 20 East,” Journal of Bridge Engineering, Vol. 12, No. 5, 2007, pp. 632–645. Berg, A.C., L.C. Bank, M.G. Oliva, and J.S. Russell, “Construction and Cost Analysis of an FRP Reinforced Concrete Bridge Deck,” Construction and Building Materials, Vol. 20, 2006, pp. 515–526. Boothby, T.E., A. Nanni, C. Bakis, and H. Huang, “Bond of FRP Rods Embedded in Concrete,” 10th ASCE Engineering Mechanics Specialty Conference, 1995, pp. 114–117. Burningham, C.A., C.P. Pantelides, and L.D. Reaveley, “Repair of Prestressed Concrete Beams with Damaged Steel Tendons Using Post-Tensioned Carbon Fiber-Reinforced Polymer Rods,” ACI Structural Journal, Vol. 111, No. 2, 2014, pp. 387–395. Canadian Standards Association (CSA), Design and Construction of Building Components with Fibre-reinforced Polymers (S806-02), CSA, Toronto, ON, Canada, 2002. Canadian Standards Association (CSA), Canadian Highway Bridge Design Code (S6-14), CSA, Toronto, ON, Canada, 2014. Ceroni, F., E. Cosenza, M. Gaetano, and M. Pecce, “Durability Issues of FRP Rebars in Reinforced Concrete Members,” Cement and Concrete Composites, Vol. 28, 2006, pp. 857–868. Chen, Y., J.F. Davalod, I. Ray, and H.-Y. Kim, “Accelerated Aging Tests for Evaluations of Durability Performance of FRP Reinforcing Bars for Concrete Structures,” Composite Structures, Vol. 78, 2007, pp. 101–111. Choi, H.T., J.S. West, and K.A. Soudki, “Effect of Partial Unbonding on Prestressed Near-Surface- Mounted CFRP-Strengthened Concrete T-beams,” Journal of Composites for Construction, Vol. 15, No. 1, 2011, pp. 93–102. Choo, C.C., I.E. Harik, and H. Gesund, “Strength of Rectangular Concrete Columns Reinforced with Fiber-Reinforced Polymer Bars,” ACI Structural Journal, Vol. 103, No. 3, 2006, pp. 452–459. Colombi, P., G. Fava, and C. Poggi, “Bond Strength of CFRP-concrete Elements Under Freeze- Thaw Cycles,” Composite Structures, Vol. 92, 2010, pp. 973–983. Curtis, P.T., “The Fatigue Behavior of Fibrous Composite Materials,” Journal of Strain Analysis, Vol. 24, No. 4, 1989, pp. 235–244. Dai, J.-G., H. Yokota, M. Iwanami, and E. Kato, “Experimental Investigation of the Influence of Moisture on the Bond Behavior of FRP to Concrete Interfaces,” Journal of Composites for Construction, Vol. 14, No. 6, 2010, pp. 834–844. Dalgic, K.D., M. Ispir, and A. Ilki, “Cyclid and Monotonic Compression Behavior of CFRP-Jacketed Damaged Noncircular Concrete Prisms,” Journal of Composites for Construction, Vol. 20, No. 1, 2016. Davalos, J.F., Y. Chen, and I. Ray, “Effect of FRP Bar Degradation on Interface Bond with High Strength Concrete,” Cement and Concrete Composites, Vol. 30, No. 8, 2008a, pp. 722–730. Davalos, J.F., S.S. Kodkani, I. Ray, and C. Lin, “Fracture Evaluation of GFRP-Concrete Interfaces for Freeze-Thaw and Wet-Dry Cycling,” Journal of Composite Materials, Vol. 42, No. 14, 2008b, pp. 1439–1466. Dean, E.B., “Parametric Cost Deployment,” Proceedings of the 7th Symposium on Quality Function Deployment, Michigan, 1995, pp. 27–34. Deitz, D.H., I.E. Harik, and H. Gesund, “Physical Properties of Glass Fiber-Reinforced Polymer Rebars in Compression,” Journal of Composites for Construction, Vol. 7, No. 4, 2003, pp. 363–366. Deitz, D.H., I.E. Harik, H. Gesund, and W. Zatar, “Barrier Wall Impact Simulation of R/C Decks with Steel and GFRP Bars,” Journal of Composites for Construction, Vol. 8, No. 4, 2004, pp. 369–373. De Lorenzis, L. and R. Tepfers, “Comparative Study of Models on Confinement of Concrete Cylin- ders with Fiber-Reinforced Polymer Composites,” Journal of Composites for Construction, Vol. 7, No. 3, 2003, pp. 219–237. De Lorenzis, L. and J.G. Teng, “Near-surface Mounted FRP Reinforcement: An Emerging Technique for Strengthening Structures,” Composites Part B, Vol. 38, 2007, pp. 119–143. De Luca, A., F. Matta, and A. Nanni, “Behavior of Full-Scale Glass Fiber-Reinforced Polymer Reinforced Concrete Columns Under Axial Load,” ACI Structural Journal, Vol. 107, No. 5, 2010, pp. 589–596.

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TRB's National Cooperative Highway Research Program (NCHRP) Synthesis 512: Use of Fiber-Reinforced Polymers in Highway Infrastructure documents the current state of the practice in the use of fiber-reinforced polymers (FRPs) in highway infrastructure. The synthesis identifies FRP applications, current research, barriers to more widespread use, and research needs. The objectives of the study are to synthesize published literature on FRP materials in highway infrastructure and to establish the state of current practice of FRP applications in transportation agencies.

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