A state of the art review on reinforced concrete beams with openings retrofitted with FRP
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Abdalla H, Torkey A, Haggag H, Abu-Amira A (2003) Design against cracking at openings in reinforced concrete beams strengthened with composite sheets. Compos Struct 60(2):197–204
ACI (1995) Building code requirements for structural concrete (ACI 318-95) and commentary (ACI 318R-95). American Concrete Institute, Michigan
ACI (2002) Building code requirements for structural concrete (ACI 318-02) and commentary (ACI 318R-02). American Concrete Institute, Michigan
ACI (2005) Building code requirements for structural concrete (ACI 318-05) and commentary (ACI 318R-05). American Concrete Institute, Michigan
ACI (2008) Building code requirements for structural concrete (ACI 318-08) and commentary (ACI 318R-08). American Concrete Institute, Michigan
Ahmed A, Fayyadh M, Naganathan S, Nasharuddin K (2012) Reinforced concrete beams with web openings: a state of the art review. Mater Des 40:90–102
Alferjani M, Samad AA, Elrawaff BS, Mohamad N, Hilton M, Saiah AAS (2013) Use of carbon fiber reinforced polymer laminate for strengthening reinforced concrete beams in shear: a review. Int Refereed J Eng Sci (IRJES) 2(2):45–53
Alferjani MBS, Samad BSEAABA, Mohamad NB, Ahmad MHB (2014) Shear strengthening of reinforced concrete beams using carbon fiber reinforced polymer laminate: a review. Am J Civ Eng 2(1):7
Ali AY, Ibrahim AA, Yousif RF (2011) Analysis of reinforced concrete beams with openings and strengthened by (CFRP) laminates. Univ Babylon Mag 19(3):1098–1113
Alsaeq HM (2013) Effects of opening shape and location on the structural strength of RC deep beams with openings. In: Proceedings of World Academy of Science, Engineering and Technology. World Academy of Science, Engineering and Technology (WASET)
Al-Shaarbaf I, Al-Bayati N, Al-Kaisy D (2007) Nonlinear finite element analysis of reinforced concrete beams with large opening under flexure. Eng Technol 25(2):210–228
Amin HM, Agarwal V, Aziz OQ (2013) Effect of Opening size and location on the shear strength behavior of RC deep beams without web reinforcement. Int J Innov Technol Explor Eng (IJITEE) 3(7):28–38
Amiri S, Masoudnia R (2011) Investigation of the opening effects on the behaviour of concrete beams without additional reinforcement in opening region using Fem method. Aust J Basic Appl Sci 5(5):617–627
Amiri S, Masoudnia R, Ameri MA (2011) A review of design specifications of opening in the web for simply supported RC beams. J Civ Eng Constr Technol 2(4):82–89
Architectural Institute of Japan (AIJ) (1994) Structural design guidelines for reinforced concrete buildings, Japan, p 113–118
Ashour AF, Rishi G (2000) Tests of reinforced concrete continuous deep beams with web openings. Struct J 97(3):418–426
Aykac B, Kalkan I, Aykac S, Egriboz YE (2013) Flexural behavior of RC beams with regular square or circular web openings. Eng Struct 56:2165–2174
Aykac B, Aykac S, Kalkan I, Dundar B, Can H (2014) Flexural behavior and strength of reinforced concrete beams with multiple transverse openings. ACI Struct J 111(2):267
Campione G, Minafò G (2012) Behaviour of concrete deep beams with openings and low shear span-to-depth ratio. Eng Struct 41:294–306
Chen CC, Li CY, Kuo MC (2008) Experimental study of steel reinforced concrete beams with web openings. In: The 14th world conference on earthquake engineering, Beijing, china
Chin S, Shafiq N, Nuruddin M (2011) Strengthening of RC beams containing large opening at flexure with CFRP Laminates. World Acad Sci Technol 60:12–25
Chin S, Shafiq N, Nuruddin M (2012) Strengthening of RC beams with large openings in shear by CFRP laminates: 2D nonlinear FE analysis. World Acad Sci Eng Technol 62:549–554
Chung K, Liu C, Ko A (2003) Steel beams with large web openings of various shapes and sizes: an empirical design method using a generalised moment-shear interaction curve. J Constr Steel Res 59(9):1177–1200
Darwin D, Donahey RC (1988) LRFD for composite beams with unreinforced web openings. J Struct Eng 114(3):535–552
Darwin D, Lucas WK (1990) LRFD for steel and composite beams with web openings. J Struct Eng 116(6):1579–1593
Diggikar R, Mangalgi S, Harsoor R (2013) Behavior of RCC Beam with Rectangular opening Strengthened by CFRP and GFRP sheets. In: International conference on recent innovations in civil engineering
El Maaddawy T, Sherif S (2009) FRP composites for shear strengthening of reinforced concrete deep beams with openings. Compos Struct 89(1):60–69
Fahmy E (1996) Analysis of composite beams with rectangular web openings. J Constr Steel Res 37(1):47–62
Fahmy EH, Hassanein AA (2002) Analysis of composite beams with web opening. In: 4th structural specialty conference of the Canadian Society for Civil Engineering, Canada
Hasnat A, Akhtanizzamam AA (1987) Beams with small rectangular opening under torsion, bending, and shear. J Struct Eng 113(10):2253–2270
Hawileh RA, El-Maaddawy TA, Naser MZ (2012) Nonlinear finite element modeling of concrete deep beams with openings strengthened with externally-bonded composites. Mater Des 42:378–387
Hong-jian C, Feng-chao W (2009) Research development on reinforced concrete beams with openings. J Sanming Univ 26(2):208–212
Hui-rong C (2009) Finite element analysis on hole radius of circular web opening steel beams. J Qingdao Technol Univ 30(3):75–79
Javad V, Morteza H (2004) Effect of small circular opening on the shear and flexural behavior and ultimate strength of reinforced concrete beams using normal and high strength concrete. In: Proceedings of the 13th world conference on earthquake engineering, Vancouver, Canada (paper)
Jiang H, Wei Q, Jiao T, Yan B (2008) Seismic behavior analysis of steel moment frames with opening on beam web [J]. J Henan Polytech Univ (Nat Sci) 3:020
Kim G, Sim J, Oh H (2008) Shear strength of strengthened RC beams with FRPs in shear. Constr Build Mater 22(6):1261–1270
Kong F, Sharp G (1977) Structural idealization for deep beams with web openings. Mag Concr Res 29(99):81–91
Kong FK, Sharp G, Appleton S, Beaumont C, Kubik L (1978) Structural idealization for deep beams with web openings: further evidence. Mag Concr Res 30(103):89–95
Li B, Yang Q, Ru J, Yang N (2006) Investigation on aseismic behaviors of steel moment resisting frame including opening in beam web. Eng Mech 6(23):66–67
Liu T, Chung K (2003) Steel beams with large web openings of various shapes and sizes: finite element investigation. J Constr Steel Res 59(9):1159–1176
Mahmoud AM (2012) Strengthening of concrete beams having shear zone openings using orthotropic CFRP modeling. Ain Shams Eng J 3(3):177–190
Majeed HQ (2012a) Experimental and numerical study of the effects of creating openings in existing RC beams and strengthening with CFRP. Eng Technol J 30(15):2550–2561
Majeed HQ (2012b) Nonlinear finite element analysis of steel fiber reinforced concrete deep beams with and without opening. J Eng Baghdad Univ 18(12):1421–1438
Mansur M (1998) Effect of openings on the behaviour and strength of R/C beams in shear. Cement Concr Compos 20(6):477–486
Mansur M (2006) Design of reinforced concrete beams with web openings. In: Proceedings of the 6th Asia-Pacific structural engineering and construction conference (ASPEC 2006), Citeseer
Mansur M, Alwis W (1984) Reinforced fibre concrete deep beams with web openings. Int J Cem Compos Lightweight Concr 6(4):263–271
Mansur M, Tan K-H (1999) Concrete beams with openings: analysis and design. CRC Press, Boca Raton
Mansur MA, Tan KH, Lee S-L (1984) Collapse loads of r/c beams with large openings. J Struct Eng 110(11):2602–2618
Mansur M, Lee Y, Tan K, Lee S (1991) Tests on RC continuous beams with openings. J Struct Eng 117(6):1593–1606
Mofidi A, Chaallal O, Shao Y (2013) Analytical design model for reinforced-concrete beams strengthened in shear using L-shaped CFRP plates. J Compos Constr 18(1):04013024
Mohamed AR, Shoukry MS, Saeed JM (2014) Prediction of the behavior of reinforced concrete deep beams with web openings using the finite element method. Alex Eng J 53(2):329–339
Osman BH, Wu E, Ji B, Abdulhameed SS (2016) Shear behavior of reinforced concrete (RC) beams with circular web openings without additional shear reinforcement. KSCE J Civ Eng. doi: 10.1007/s12205-016-0387-7
Pimanmas A (2010) Strengthening R/C beams with opening by externally installed FRP rods: behavior and analysis. Compos Struct 92(8):1957–1976
Reinforcing Concrete Structures with Fibre Reinforced Polymers (2007) Design manual, ISIS Canada, intelligent sensing for innovative structures, a Canadian network of centres of excellence, University of Manitoba, Winnipeg, No. 3, Version 2. ISBN 0-9689006-6-6
Saksena NH, Patel PG (2013) Experimental study of reinforced concrete beam with web openings. Int J Adv Eng Res Stud Jaers 2
Sharp GR (1977) Reinforced concrete deep beams with web openings. University of Nottingham, Nottingham
Tai-yun H, Jian C, Jing-fen C (2008) Experimental investigation of reinforced concrete beam with rectangular opening. J South China Univ Technol (Natural Science Edition) 36(10):20–24
Tan K-H, Mansur M, Wei W (2001) Design of reinforced concrete beams with circular openings. ACI Struct J 98(3):407–415
Torunbalci N (2000) Behaviour and design of small square openings in reinforced concrete beams. Archit Sci Rev 43(4):201–210
Torunbalci N (2002) Behaviour and design of large rectangular openings in reinforced concrete beams. Archit Sci Rev 45(2):91–96
Vengatachalapathy V, Ilangovan R (2010) A study on steel fibre reinforced concrete deep beams with and without openings. Int J Civ Struct Eng 1(3):509
Vuggumudi S (2013) Experimental study on shear strengthening of RC T-beams with web openings using FRP composites. Department of Civil Engineering, National Institute of Technology, Rourkela, Odisha, India
Yang K-H, Eun H-C, Chung H-S (2006) The influence of web openings on the structural behavior of reinforced high-strength concrete deep beams. Eng Struct 28(13):1825–1834
Yao W (2005) Behavior of the cracks and collapse in reinforced concrete beams with openings. J Jinling Inst Technol 21(2):53–56
Yoo TM (2011) Strength and behaviour of high strength concrete deep beam with web openings. Griffith University, Nathan