References
- ASCE, Report Card for America's Infrastructure, American Society of Civil Engineers, Reston, VA, USA, 2005.
- Kim, Y. J. and Heffernan, P. J., "Fatigue Behavior of Structures Strengthened with Fiber Reinforced Polymers: State-ofthe- Art," Journal of Composites for Construction, Vol. 12, No. 3, 2008, pp. 246-256. https://doi.org/10.1061/(ASCE)1090-0268(2008)12:3(246)
- Kim, Y. J. and Yoon, D. K., "Identifying Critical Sources of Bridge Deterioration in Cold Regions through the Con-structed Bridges in North Dakota," Journal of Bridge Engineering, Vol. 15, No. 5, 2010, pp. 542-552. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000087
- Yoshitake, I., Kim, Y. J., Yumikura, K., and Hamada, S., "Moving-Wheel Fatigue for Bridge Decks Strengthened with CFRP Strips Subject to Negative Bending," Journal of Composites for Construction, Vol. 14, No. 6, 2010, pp. 784-790. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000138
- Bakis, C. E., Bank, L. C., Brown, V. L., Cosenza, E., Davalos, J. F., Lesko, J. J., Machida, A., Rizkalla, S. H., and Triantafillou, T. C., "Fiber-Reinforced Polymer Composites for Construction-State-of-the-Art Review," Journal of Composites for Construction, Vol. 6, No. 2, 2002, pp. 73-87. https://doi.org/10.1061/(ASCE)1090-0268(2002)6:2(73)
- Teng, J. G, Chen, J. F., Smith, S. T., and Lam, L., "Behavior and Strength of FRP-Strengthened RC Structures: a State-ofthe- Art Review," Structures and Buildings, Vol. 156, No. 1, 2003, pp. 51-62. https://doi.org/10.1680/stbu.2003.156.1.51
- Karbhari, V. and Seible, F., "Fiber Reinforced Composites- Advanced Materials for the Renewal of Civil Infrastructure," Applied Composite Materials, Vol. 7, 2000, pp. 95-124. https://doi.org/10.1023/A:1008915706226
- Kim, Y. J., Green, M. F., Fallis, G. J., Wight, R. G., and Eden, R., "Damaged Bridge Girder Strengthening: Field Application of Prestressed Fiber-Reinforced Polymer Sheets," Concrete International, American Concrete Institute, Vol. 28, No. 11, 2006, pp. 47-52.
- Kim, Y. J., Green, M. F., and Fallis, G. J., "Repair of Bridge Girder Damaged by Impact Loads with Prestressed CFRP Sheets," Journal of Bridge Engineering, Vol. 13, No. 1, 2008, pp. 15-23. https://doi.org/10.1061/(ASCE)1084-0702(2008)13:1(15)
- Taljsten, B., Hejll, A., and James G., "Carbon Fiber-Reinforced Polymer Strengthening and Monitoring of the Grondals Bridge in Sweden," Journal of Composites for Construction, Vol. 11, No. 2, 2007, pp. 227-235. https://doi.org/10.1061/(ASCE)1090-0268(2007)11:2(227)
- Khalifa, A., Alkhrdaji, T., Nanni, A., and Lansburg, S., "Anchorage of Surface Mounted FRP Reinforcement," Concrete International, Vol. 21, No. 10, 1999, pp. 49-54.
- Lamanna, A. J., Bank, L. C., Scott, D. W., "Flexural Strengthening of Reinforced Concrete Beams by Mechanically Attaching Fiber-Reinforced Polymer Strips," Journal of Composites for Construction, Vol. 8, No. 3, 2004, pp. 203-210. https://doi.org/10.1061/(ASCE)1090-0268(2004)8:3(203)
- Pimanmas, A. and Pornpongsaroj, P., "Peeling Behaviour of Reinforced Concrete Beams Strengthened with CFRP Plates under Various End Restraint Conditions," Magazine of Concrete Research, Vol. 56, No. 2, 2004, pp. 73-81. https://doi.org/10.1680/macr.2004.56.2.73
- Kim, Y. J., Wight, R. G., and Green, M. F., "Flexural Strengthening of RC Beams with Prestressed CFRP Sheets: Development of Non-Metallic Anchor Systems," Journal of Composites for Construction, Vol. 12, No. 1, 2008, pp. 35-43. https://doi.org/10.1061/(ASCE)1090-0268(2008)12:1(35)
- Kim, Y. J., Wight, R. G., and Green, M. F., "Flexural Strengthening of RC Beams with Prestressed CFRP Sheets: Using Non-Metallic Anchor Systems," Journal of Composites for Construction, Vol. 12, No. 1, 2008, pp. 44-52. https://doi.org/10.1061/(ASCE)1090-0268(2008)12:1(44)
- De Lorenzis, L. and Teng, J. G., "Near-Surface Mounted FRP Reinforcement: an Emerging Technique for Strengthening Structures," Composites Part B: Engineering, Vol. 38, No. 2, 2007, pp. 119-143. https://doi.org/10.1016/j.compositesb.2006.08.003
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