Reinforced concrete beams with web openings: A state of the art review

Mansur, 1984, Collapse loads of RC beams with large openings, ASCE J Struct Eng, 110, 2602, 10.1061/(ASCE)0733-9445(1984)110:11(2602) Prentzas EG. Behavior and reinforcement of concrete beams with large rectangular apertures. PhD Thesis, University of Sheffield, UK; 1968. p. 230. Hasnat, 1987, Beams with small rectangular opening under torsion, bending and shear, ASCE J Struct Eng, 113, 2253, 10.1061/(ASCE)0733-9445(1987)113:10(2253) Somes NF, Corley WG. Circular openings in webs of continuous beams. Shear in Reinforced Concrete. Special Publication SP-42. Detroit: American Concrete Institute; 1974;359–98. Mansur, 1998, Effect of openings on the behavior and strength of RC beams in shear, Cement Concr Compos, 20, 477, 10.1016/S0958-9465(98)00030-4 Mansur, 1999 Tan, 2001, Design of reinforced concrete beams with circular openings, ACI Struct J, 98, 407 Mansur, 2001, Effects of creating an opening in existing beams, ACI Struct J, 98, 407 Hanson JM. Square openings in webs of continuous joists. PCA Research and Development Bulletin RD 100.01D. Portland Cement Association; 1969. p. 1–14. Salam SA (1977). Beams with openings under different stress conditions. In: Proceeding of 3rd conference on our world in concrete and structures. CI-Premier. Singapore. p. 259–67. Weng W. Concrete beams with small openings under bending and shear. MEng Thesis, National University of Singapore; 1998. p. 92. Barney, 1977, Behavior and design of prestressed concrete beams with large web openings, PCI J, 22, 32, 10.15554/pcij.11011977.32.61 ACI 318. Building code requirements for reinforced concrete and commentary. Farmington Hills, MI: American Concrete Institute; 1995. Nasser, 1967, Behavior and design of large openings in reinforced concrete beams, ACI J Proc, 64, 25 Architectural Institute of Japan. Standard for structural calculation of reinforced concrete structure; 1988 [in Japanese]. Ichinose T, Yokoo S. A shear design procedure of reinforced concrete beams with web openings. Summaries of Technical Papers of Annual Meeting. Japan: Architectural Institute of Japan; 1990. p. 319–22. Mansur, 2006, Analysis of concrete beams with circular web openings using strut-and-tie models, Malay J Civil Eng, 18, 89 Mansur, 1991, Test on RC continuous beams with openings, J Struct Eng, 117, 1593, 10.1061/(ASCE)0733-9445(1991)117:6(1593) Siao, 1990, Ultimate behavior of strengthened large openings made in existing concrete beams, J Inst Eng, 30, 51 Mansur, 1988, Ultimate strength design of beams with large openings, Int J Struct, 8, 107 Lorensten, 1962, Holes in reinforced concrete girders, Byggmastaren, 41, 141 Ragan, 1967, Tee members with large web openings, PCI J, 12, 52, 10.15554/pcij.08011967.52.65 Tan, 1992, Design procedure for reinforced concrete beams with large web openings, ACI Struct J, 93, 404 ACI-ASCE Committee-426. The shear strength of RC members, (ACI 426R-74) (Reapproved 1980). In: Proceedings ASCE, vol. 99(ST6); 1973. p. 1168–71. Mansur MA. Design of reinforced concrete beams with web openings. In: Proceedings of the 6th Asia–Pacific Structural Engineering and Construction Conference (APSEC 2006). Kuala Lumpur, Malaysia, 5–6 September 2006. Architectural Institute of Japan. AIJ standard for structural calculation of reinforced concrete building; 1994. p. 207. Mansur, 1985, Design method for reinforced concrete beams with large openings, ACI J Proc, 82, 517 Mansur, 1991, Piecewise linear behaviour of RC beams with openings, ASCE J Struct Eng, 117, 1607, 10.1061/(ASCE)0733-9445(1991)117:6(1607) Tan, 1996, Reinforced concrete T-beams with large web openings in positive and negative moment regions, ACI Struct J, 93, 277 Tbevendran, 1991, Lateral buckling of narrow rectangular beams containing openings, Comput Struct, 43, 247, 10.1016/0045-7949(92)90141-L Kennedy, 1992, Static response of prestressed girders with openings, ASCE J Struct Eng, 118, 488, 10.1061/(ASCE)0733-9445(1992)118:2(488) Tanijaya J, Hardjito D. The influence of opening on the responses of hybrid reinforced concrte T-beams under cyclic loading. In: Proceeding of the 5th Civil engineering conference in the Asian region and Australasian. Structural engineering conference; 2010. Al-Shaarbaf, 2007, Nonlinear finite element analysis of reinforced concrete beams with large opening under flexure, Eng Technol, 25, 210 Hegger J, Bertram G. Shear carrying capacity of ultra-high performance concrete beams. Tailor Made Concrete Structures. Walraven & Stoelhorst. London 2008;341–7. Javad VA, Morteza HA. 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 No. 3239; 2004. Zainab EM, Ahmed M, Hassanean YA (2005). Some parameters influencing the static behaviour of rectangular web perforated high strength RC T-beams. 11th ICSGE. 17-19 May 2005. Ain Shams University. Cairo. Egypt. Abdel Hafez LM, Alaa Eldin, Abou-Elezz YK. Static behavior of repaired RC beams having web circular openings in shear zone by using GFRP sheets. In: Proceedings of the 9th international conference on structural and geotechnical engineering. Cairo, Egypt: Ain Shams University; 2002. Abdalla, 2003, Design against cracking at openings in reinforced concrete beams strengthened with composite sheets, Compos Struct, 60, 197, 10.1016/S0263-8223(02)00305-7 Pimanmas, 2010, Strengthening R/C beam with opening by externally installed FRP rods: behavior and analysis, Compos Struct, 92, 1957, 10.1016/j.compstruct.2009.11.031 Allam, 2005, Strengthening of RC beams with large openings in the shear zone, Alex Eng J, 44, 59 Bouchikhi, 2010, On the reduce of interfacial shear stresses in fiber reinforced polymer plate retrofitted concrete beams, Mater Des, 31, 1508, 10.1016/j.matdes.2009.08.006 El-Maaddawy, 2010, The effects of cross-sectional shape and loading condition on performance of reinforced concrete members confined with carbon fiber-reinforced polymers, Mater Des, 31, 2330, 10.1016/j.matdes.2009.12.004