A Review Paper on Various External Strengthening Techniques for Reinforced Concrete Deep Beam with Openings

International Journal of Civil Engineering
© 2025 by SSRG - IJCE Journal
Volume 12 Issue 2
Year of Publication : 2025
Authors : Rakesh Shivaji Mawal, Govardhan Bhatt
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How to Cite?

Rakesh Shivaji Mawal, Govardhan Bhatt, "A Review Paper on Various External Strengthening Techniques for Reinforced Concrete Deep Beam with Openings," SSRG International Journal of Civil Engineering, vol. 12,  no. 2, pp. 79-88, 2025. Crossref, https://doi.org/10.14445/23488352/IJCE-V12I2P108

Abstract:

In structural design, deep beams are essential for carrying large loads and preserving overall stability. These days, it is common to find Reinforced Concrete (RC) deep beams constructed with circular or rectangular apertures to pass electrical cables, plumbing pipes, and air conditioning ducts. The beam's stiffness and strength may be diminished due to these openings and increasing deflection and breaking. The opening’s geometric discontinuities cause the nonlinear distribution of stress across the beam’s depth to be disturbed. Numerous researchers have examined how these opening dimensions and shapes affect how deep beams perform structurally. Hence, many researchers use external strengthening techniques to enhance the structural performance of a beam by adding additional reinforcement materials to the outside. This review aims to evaluate the impact of various external strengthening methods like Carbon Fiber Reinforced Polymer (CFRP), galvanized flat and corrugated steel sheets, glass fiber reinforced polymer, and a plate of metals on the deep beams made of RC with openings. Furthermore, recommendations for future research are proposed to fill the gaps observed in the current body of knowledge.

Keywords:

Strengthening, Deep beam with openings, Shear, CFRP, Galvanized steel sheet.

References:

[1] Hong Guan, “Effect of Sizes and Positions of Web Openings on Strut-and-Tie Models of Deep Beams,” Advances in Structural Engineering, vol. 8, no. 1, pp.  69-84, 2005.
[CrossRef] [Google Scholar] [Publisher Link]
[2] Somsak Swaddiwudhipong, and Nandivarann E. Shanmugam, “Fiberā€Reinforced Concrete Deep Beams with Openings,” Journal of Structural Engineering, vol. 111, no. 8, 1679-1690, 1985.
[CrossRef] [Google Scholar] [Publisher Link]
[3] A.F. Ashour, “Shear Capacity of Reinforced Concrete Deep Beams,” Journal of Structural Engineering, vol. 126, no. 9, pp. 1045-1052, 2000.
[CrossRef] [Google Scholar] [Publisher Link]
[4] Ahmed Hamoda et al., “Experimental and Numerical Analysis of Deep Beams with Openings Strengthened with Galvanized Corrugated and Flat Steel Sheets,” Case Studies in Construction Materials, vol. 21, pp. 1-22, 2024.
[CrossRef] [Google Scholar] [Publisher Link]
[5] Fayiz Amin et al., “Strengthening of Reinforced Concrete Deep Beams with Large Openings Using Metal Plates,” Emirati Journal of Civil Engineering and Applications, vol. 1, no. 1, pp. 31-44, 2023.
[CrossRef] [Google Scholar] [Publisher Link]
[6] Rami A. Hawileh, Tamer A. EI Maaddawy, and Mohannad Z. Naser, “Nonlinear Finite Element Modeling of Concrete Deep Beams with Openings Strengthened with Externally-Bonded Composites,” Materials & Design, vol. 42, pp. 378-387, 2012.
[CrossRef] [Google Scholar] [Publisher Link]
[7] Nurul Izzati Rahim et al., “Strengthening the Structural Behavior of Web Openings in RC Deep Beam Using CFRP,” Materials, vol. 13, no. 12, pp. 1-21, 2020.
[CrossRef] [Google Scholar] [Publisher Link]
[8] Wen-Yao Lu et al., “Shear Strength of Reinforced Concrete Deep Beams with Web Openings,” Journal of the Chinese Institute of Engineers, vol. 43, no. 7, pp. 694-705, 2020.
[CrossRef] [Google Scholar] [Publisher Link]
[9] O.E. Hu, and K.H. Tan, “Large Reinforced-Concrete Deep Beams with Web Openings: Test and Strut-and-Tie Results,” Magazine of Concrete Research, vol. 59, no. 6, pp. 423-434, 2007.
[CrossRef] [Google Scholar] [Publisher Link]
[10] Adriano Silva de Carvalho et al., “Moment Gradient Factor for Steel I-Beams with Sinusoidal Web Openings,” Journal of Constructional Steel Research, vol. 202, 2023.
[CrossRef] [Google Scholar] [Publisher Link]
[11] Samadhan G. Morkhade, Laxmikant M. Gupta, and Carlos Humberto Martins, “Effect of Web Post Width on Strength Capacity of Steel Beams with Web Openings: Experimental and Analytical Investigation,” Practice Periodical on Structural Design and Construction, vol. 27, no. 2, 2022.
[CrossRef] [Google Scholar] [Publisher Link]
[12] Gamil M.S. Abdullah et al., “The Effect of Openings on the Performance of Self-Compacting Concrete with Volcanic Pumice Powder and Different Steel Fibers,” Case Studies in Construction Materials, vol. 17, pp. 1-14, 2022.
[CrossRef] [Google Scholar] [Publisher Link]
[13] Khattab Saleem Abdul-Razzaq, and Mais Malallah Abdul-Kareem, “Innovative use of Steel Plates to Strengthen Flange Openings in Reinforced Concrete T-Beams,” Structures, vol. 16, pp. 269-287, 2018.
[CrossRef] [Google Scholar] [Publisher Link]
[14] Moatez Alhassan, and Zahraa Khudhair, “Strengthening Reinforced Concrete Deep Beams with Web Openings Using CFRP, Steel Plates, and Skin Reinforcement,” Journal of Structural Design and Construction Practice, vol. 30, no. 1, 2025.
[CrossRef] [Google Scholar] [Publisher Link]
[15] Tamer El Maaddawy, and Sayed Sherif, “FRP Composites for Shear Strengthening of Reinforced Concrete Deep Beams with Openings,” Composite Structures, vol. 89, no. 1, pp. 60-69, 2009.
[CrossRef] [Google Scholar] [Publisher Link]
[16] N.E. Shanmugam, and S. Swaddiwudhipong, “Strength of Fibre Reinforced Concrete Deep Beams Containing Openings,” International Journal of Cement Composites and Lightweight Concrete, vol. 10, no. 1, pp. 53-60 1988.
[CrossRef] [Google Scholar] [Publisher Link]
[17] F. El Ame, J.N. Mwero, and C.K. Kabubo, “Openings Effect on the Performance of Reinforced Concrete Beams Loaded in Bending and Shear,” Applied Science Research, vol. 10, no. 2, pp. 5352-5360, 2020.
[CrossRef] [Google Scholar] [Publisher Link]
[18] Ahmed M. Sayed, “Numerical Study using FE Simulation on Rectangular RC Beams with Vertical Circular Web Openings in the Shear Zones,” Engineering Structures, vol. 198, 2019.
[CrossRef] [Google Scholar] [Publisher Link]
[19] Ahmed A. Elansary e al., “Shear Behavior of Reinforced Concrete Beams with Web Opening Near Supports,” Structures, vol. 37, pp. 1033-1041, 2022.
[CrossRef] [Google Scholar] [Publisher Link]
[20] Meshal S. Al-Enezi, Ahmed M. Yousef, and Ahmed M. Tahwia, “Shear Capacity of UHPFRC Deep Beams with Web Openings,” Case Studies in Construction Materials, vol. 18, pp. 1-16, 2023.
[CrossRef] [Google Scholar] [Publisher Link]
[21] Mona Saleh, Mohammad AlHamaydeh, and Mohamed Zakaria, “Finite Element Analysis of Reinforced Concrete Deep Beams with Square Web Openings using Damage Plasticity Model,” Engineering Structures, vol. 278, 2023.
[CrossRef] [Google Scholar] [Publisher Link]
[22] Aref Abadel et al., “Experimental Study of Shear Behavior of CFRP Strengthened Ultra-High-Performance Fiber-Reinforced Concrete Deep Beams,” Case Studies in Construction Materials, vol. 16, pp. 1-15, 2022.
[CrossRef] [Google Scholar] [Publisher Link]
[23] L.A. Kubik, and J.E. Gibson, “Discussion. Predicting the Strength of Reinforced Concrete Deep Beams with Web Openings,” Proceedings of the Institution of Civil Engineers, vol. 71, no. 2, pp. 615-616, 1981.
[CrossRef] [Google Scholar] [Publisher Link]
[24] K.H. Yang, and A.F. Ashour, “Structural Behaviour of Reinforced-Concrete Continuous Deep Beams with Web Openings,” Magazine of Concrete Research, vol. 59, no. 10, pp. 699-711, 2007.
[CrossRef] [Google Scholar] [Publisher Link]
[25] G. Hemanth Kumar, “Experimental and Numerical Studies on Behaviour of FRP-Strengthened Deep Beams with Openings,” Thesis (MTech), Department of Civil Engineering, National Institute of Technology, Rourkela, pp. 1-74, 2012.
[Google Scholar] [Publisher Link]
[26] ACI Committee 318, Building Code Requirements for Structural Concrete (ACI 318-19), American Concrete Institute, pp.1-623, 2019.
[Google Scholar] [Publisher Link]
[27] “Design of concrete structures,” Canadian Standards Association, Report, pp. 1-240, 2004.
[Google Scholar]
[28] “Indian Standard: Plain and Reinforced Concrete- Code of Practice,” Code of Practice: I.S. 456, Report, Bureau of Indian Standards,   New Delhi, pp.1-107, 2000.
[Google Scholar] [Publisher Link]
[29] “Eurocode 2: Design of Concrete Structures, Part I: General Rules and Rules for Buildings, European Committee for Standardization, ENV 1992-1-1, pp. 1-225, 1992.
[Google Scholar] [Publisher Link]