References
- ACI (American Concrete Institute). 1992. Considerations for Design of Concrete Structures Subjected to Fatigue Loading, ACI 215R–92. Farmington Hills, MI: American Concrete Institute.
- ACI (American Concrete Institute). 2008. Guide for the Design and Construction of Externally Bonded FRP systems for Strengthening Concrete Structures, ACI 440.2R-08. Farmington Hills, MI: American Concrete Institute.
- ACI (American Concrete Institute). 2011. Building Code Requirements for Structural Concrete and Commentary, ACI 318–11. Farmington Hills, MI: American Concrete Institute.
- Brena, S. F., M. A. Benouaich, M. E. Kreger, and S. Wood. 2005. “Fatigue Tests of Reinforced Concrete Beams Strengthened Using Carbon Fiber-reinforced Polymer Composites.” ACI Structural Journal 102 (2): 305–313.
- Chang, T. S., and C. E. Kesler. 1958. “Fatigue Behavior of Reinforced Concrete Beams.” Journal of the American Concrete Institute 55 (8): 245–254.
- Harries, K. A., A. Zorn, J. Aidoo, and J. Quattlebaum. 2006. “Deterioration of FRP-to-Concrete Bond Under Failure Loading.” Advances in Structural Engineering 9 (6): 779–789. doi:10.1260/136943306779369446.
- Hilsdorf, H. K., and C. E. Kesler. 1966. “Fatigue Strength of Concrete Under Varying Flexural Stresses.” Journal of the American Concrete Institute 63 (10): 1059–1076.
- Holmen, J. O. 1982. “Fatigue of Concrete by Constant and Variable Amplitude Loading.” ACI Special Publication 75: 71–110.
- Mander, J. B., M. J. N. Priestley, and R. Park. 1988. “Theoretical Stress–Strain Model for Confined Concrete.” Journal of Structural Engineering 114 (8): 1804–1826.10.1061/(ASCE)0733-9445(1988)114:8(1804)
- McCall, J. T. 1958. “Probability of Fatigue Failure of Plain Concrete.” Journal of the American Concrete Institute 55 (8): 233–244.
- Ritchie, P. A., D. A. Thomas, L. W. Lu, and C. M. Connelly. 1991. “External Reinforcement of Concrete Beams Using Fiber Reinforced Plastics.” ACI Structural Journal 88 (4): 490–550.
- Shahawy, M., and T. Beitelman. 1999. “Static and Fatigue Performance of RC Beams Strengthened with CFRP Laminates.” Journal of Structural Engineering 125 (6): 613–621. doi:10.1061/(ASCE)0733-9445(1999)125:6(613).10.1061/(ASCE)0733-9445(1999)125:6(613)
- Smith, S. T., and J. G. Teng. 2002. “FRP-strengthened RC Beams. I: Review of Debonding Strength models.” Engineering Structures 24 (4): 385–395. doi:10.1016/S0141-0296(01)00105-5.10.1016/S0141-0296(01)00105-5
- Sparks, P. R. 1982. “The Influence of Rate of Loading and Material Variability on the Fatigue Characteristics of Concrete.” ACI Special Publication 75: 331–342. doi:10.1061/(ASCE)0733-9445(1988)114:8(1804).
- Yoshitake, I., Y. J. Kim, K. Yumikura, and S. Hamada. 2010. “Moving-Wheel Fatigue for Bridge Decks Strengthened with CFRP Strips Subject to Negative Bending.” Journal of Composites for Construction 14 (6): 784–790. doi:10.1061/(ASCE)CC.1943-5614.0000138.10.1061/(ASCE)CC.1943-5614.0000138