Performance of RC Beams Strengthened Using Prestressed NSM-CFRP Strips Subjected to Fatigue Loading

American Association of State Highway and Transportation Officials (AASHTO), 2004, AASHTO LRFD bridge design specifications (SI units), 3

American Concrete Institute (ACI). (1997). “Considerations for design of concrete structures subjected to fatigue loading.” ACI 215R-74 (reapproved 1997) Detroit.

American Concrete Institute (ACI). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-08 Detroit.

Aidoo J., 2004, Fatigue behavior of carbon fiber reinforced polymer-strengthened reinforced concrete bridge girders, 8

Badawi M., 2009, Fatigue behavior of RC beams strengthened with NSM CFRP rods, 13

Balaguru P., 1982, A method of predicting crack widths and deflections for fatigue loading, 75

Barnes R. A., 1999, Fatigue performance of concrete beams strengthened with CFRP plates, 3

Bazant Z. P., 1979, Practical prediction of time-dependent deformations of concrete, 12

Brena S. F., 2005, Fatigue tests of reinforced concrete beams strengthened using carbon fiber-reinforced polymer composites, 102

Canadian Standards Association (CSA). (2006). “Canadian highway bridge design code (CHBDC).” CSA S6-06 Toronto.

Ferrier E., 2011, Fatigue-loading effect on RC beams strengthened with externally bonded FRP, 25

Gaafar M. A. (2007). “Strengthening reinforced concrete beams with prestressed near surface mounted fibre reinforced polymers.” M.Sc. thesis Univ. of Calgary Calgary AL Canada.

Gaafar M. A. and El-Hacha R. (2008). “Innovative system to strengthen reinforced concrete beams with prestressed NSM FRP technique.” Proc. 5th International Conf. on Advanced Composite Materials in Bridges and Structures (ACMBS-V) Canadian Society for Civil Engineering (CSCE) Montréal.

Gussenhoven R., 2005, Fatigue behavior of reinforced concrete beams strengthened with different FRP laminate configurations, 230

Holmen J. O., 1982, Fatigue of concrete by constant and variable amplitude loading, 75

Hughes Brothers. (2010). “Aslan 500 CFRP tape." product data sheet." 〈http://aslanfrp.com/Aslan500/Aslan500_CFRP_Tape.html〉.

Katakalos K., 2009, Fatigue of reinforced concrete beams strengthened with steel-reinforced inorganic polymers, 13

Kim Y. J., 2008, Fatigue behavior of externally strengthened concrete beams with fiber-reinforced polymers: State of the art, 12

Lin J. H., 2006, Response of a bridge to a moving vehicle load, 33

Masoud S., 2005, Post repair fatigue performance of FRP-repaired corroded RC beams: Experimental and analytical Investigation, 9

Oudah F. and El-Hacha R. (2011). “Fatigue performance of RC beams strengthened with prestressed NSM-CFRP strips.” Proc. 4th International Conf. on Durability & Sustainability of Fibre Reinforced Polymer (FRP) Composites for Construction and Rehabilitation (CDCC) University of Sherbrooke Sherbrooke 627–635.

Papakonstantinou C. G., 2002, Analysis of reinforced concrete beams strengthened with composites subjected to fatigue loading, 206

Papakonstantinou C. G., 2001, Fatigue behavior of RC beams strengthened with GFRP sheets, 5

Quattlebaum J. B., 2005, Comparison of three flexural retrofit systems under monotonic and fatigue Loads, 10

Rosenboom O., 2006, Behavior of prestressed concrete strengthened with various CFRP systems subjected to fatigue loading, 10

Sena-Cruz J. M., 2006, Bond behavior of near-surface mounted CFRP laminate strips under monotonic and cyclic Loading., 10

Shahawy M., 1999, Static and fatigue performance of RC beams strengthened with CFRP laminates, 125

Sika. (2010a). “Sikadure® 30 product data sheet." 〈http://can.sika.com/content/canada/main/en/solutions_products/document_download/Structural_Strengthening.html〉.

Sika. (2010b). “Sikadure® 330 product data sheet." 〈http://can.sika.com/content/canada/main/en/solutions_products/document_download/Structural_Strengthening.html〉.

Wu Z., 2010, Recent developments in long-term performance of FRP composites and FRP-concrete interface, 13