References
- Grace N, Jensen E, Matsagar V, Soliman E, Hanson J. Use of unbonded CFRP strands in transverse post-tensioning in box beam bridges. Int J Earth Sci Eng. 2010;3(2):128–137.
- Liu Y, Zwingmann B, Schlaich M. Carbon fiber reinforced polymer for cable structures—A review. Polymers (Basel). 2015;7:2078–2099.
- Shahawy MA, Arockiasamy M, Beitelman TE, Sowrirajan R. Experimental investigation on structural repair and strengthening of damaged prestressed concrete slabs utilizing externally bonded carbon laminates. Comp Part B Eng. 1996;27(3–4):217–224.
- Ziraba YN, Baluch MH. Computational model for reinforced concrete beams strengthened by epoxy bonded steel plates. Finite Elem Anal Des. 1995;20(4):253–271.
- Arduini M, DiTommaso A. Brittle failure in FRP plate and sheet bonded beams. ACI Struct J. Am Concrete Inst. 1997;94(4):363–370.
- Smith ST, Teng JG. FRP-strengthened RC beams. I: review of debonding strength models. Eng Struct. 2002;24:385–395.
- Wong RSY, Vecchio FJ. Towards modeling of reinforced concrete members with externally bonded fiber-reinforced polymer composites. ACI Struct J Am Concrete Inst. 2003;100(1):47–55.
- Meirovitch L. Elements of Vibration Analysis. New York, NY, USA: McGraw Hill, 1975.
- Kim JT, Yun CH, Ryu TS, Cho HM. Identification of prestress-loss in PSC beams using modal information. Struct Eng Mech. 2004;17(3–4):467–482.
- Hamed E, Frostig Y. Natural frequencies of bonded and unbonded prestressed beams–prestress force effects. J Sound Vib. 2006;295:28–39.
- Abaqus/Explicit User’s Manual, Version 6.14. Dassault Systèmes Simulia Corporation. Providence, Rhode Island (RI), USA, 2017.
- McGregor JG. Reinforced Concrete Mechanics and Design. Englewood Cliffs, New Jersey, USA: Prentice-Hall, Inc.; 1992.
- Guo ZG, Cao SY, Sun WM, Lin XY. Experimental study on bond stress-slip behavior between FRP sheets and concrete. In Proceedings of the international symposium on bond behavior of FRP in structures, 77–84, 2005.
- Buckhouse ER. External flexural reinforcement of existing reinforced concrete beams using bolted steel channels [Masters Thesis]. Milwaukee, Wisconsin (WI), USA: Marquette University; 1997.
- Obaidat YT, Heyden S, Dahlblom O. The effect of CFRP and CFRP/concrete interface models when modelling retrofitted RC beams with FEM. Compos Struct. 2010;92(6):1391–1398.
- Saenz LP. Discussion of equation for the stress-strain curve of concrete by desayi, P.; Krishnan S. Am Concrete Inst J. 1964;61:1229–1235.
- JCI. Technical report on retrofit technology for concrete structures. In Technical committee on retrofitting technology for concrete structures, Japan concrete institute (JCI), 2003, 79–97.
- Capozucca R. Static and dynamic response of damaged RC beams strengthened with NSM CFRP rods. Compos Struct. 2009;91:237–248.
- Capozucca R, Bossoletti S. Dynamic response of RC beams – in different scale – with near surface mounted CFRP rectangular rods. Compos Struct. 2015;131:516–529.