References
- ACI Committee 318. (2001) Building Code Requirements for Structural Concrete (ACI 318-05) and Commentary (318R-05), American Concrete Institute, Farmington Hills, MI, 2005. Mosalam KM., Mosallam AS. Nonlinear transient analysis of reinforced concrete slab subjected to blast loading and retrofitted with CFRP composites. Composite Part B; 32: 623-36. https://doi.org/10.1016/S1359-8368(01)00044-0
- ACI Committee 440. (2008) Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures, ACI 440.2R-08, Farmington Hills, MI.
- Ahmed O, Gemert DV, Vandeewall L. (2001) Improved model for plate-end shear of CFRP strengthened RC beams. Cem Concr Compos, 23(1), pp.3-19. https://doi.org/10.1016/S0958-9465(00)00051-2
- Coronado CA, Lopez MM. (2005) Modeling of FRP-concrete bond using nonlinear damage mechanics. In: Proceedings of the seventh international symposium on fiber reinforced polymer (FRP) reinforcement for concrete structures, Kansas City, MO, SP-230-22; November 6-9.
- CSA Standards CAN/CSA-S806-02. (2002) Design and construction of building components with fiberreinforced polymers. Mississauga, Ontario.
- Emmons PH, Vaysburd AM, Thomas J. (1998) Strengthening concrete structure, part II. Concr Int, 20(4), pp.56-60.
- Fleming CJ, King GEM. (1967) The development of structural adhesives for three original uses in South Africa. RILEM International Symposium, Synthetic Resins in Building Construction, Paris, pp.75-92.
- International Federation for Structural Concrete. (2001) FIB 2001 Externally Bonded FRP Reinforcement for RC Structures, FIB, Lausanne.
- Malek AM, Saadatmanesh H, Ehsani MR. (1998) Prediction of failure load of RC beams strengthened with FRP plate due to stress concentration at the plate end. Struct Eng, 95(2), pp.142-52.
- Meshgin P., Choi K., Reda Taha MM. (2009) Experimental and analytical investigations of creep of epoxy adhesives at the concrete-FRP interface. Int. Journal of Adhesion & Adhesives, 56, pp.56-66.
- Mosalam, A., Reda Taha, M.M., Kim J.J. and Nasr, A. (2012) Strength and ductility of RC slabs strengthened with hybrid high-performance composite retrofit system. Engineering Structures, Vol.36, No.1, pp.70-80. https://doi.org/10.1016/j.engstruct.2011.11.022
- Mosallam, A.S. and K.M Mosallam. (2003) Strengthening of two-way concrete slabs with FRP composite laminates. Construction and Building Materials, 17, pp.43-54. https://doi.org/10.1016/S0950-0618(02)00092-2
- Mosalam KM., Mosallam AS. (2001) Nonlinear transient analysis of reinforced concrete slab subjected to blast loading and retrofitted with CFRP composites. Composite Part B, 32, pp.623-36. https://doi.org/10.1016/S1359-8368(01)00044-0
- Nam J., Kim H, Kim S., Yi N., Kim JJ. (2010) Numerical evaluation of the retrofit effectiveness for GFRP retrofitted concrete slab subjected to blast pressure. Composite Structures, 92, pp.1212-22. https://doi.org/10.1016/j.compstruct.2009.10.031
- Rizkalla S, Hassan T, Hassan N. (2003) Design recommendations for the use of FRP for reinforcement and strengthening of concrete structures. Prog Struct Eng Mater, 5(1), pp.16-28. https://doi.org/10.1002/pse.139
- Ziraba YN, Baluch MH, Basunbul IA, Sharif AM, Azad AK, Al-Sulaimani AJ. (1994) Guidelines toward the design of reinforced concrete beams with external plates. Struct Eng, 91(6), 639-46.
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