SHEAR CAPACITY OF REINFORCED CONCRETE BEAMS WITHOUT SHEAR REINFORCEMENT: A REVIEW
DOI:
https://doi.org/10.31272/jeasd.27.5.3Keywords:
Shear, beams, without stirrups, aggregate interlock, uncracked concreteAbstract
Shear failure in reinforced concrete beams has gained excessive study, particularly beams without stirrups. Because shear failure is considered the most serious due to it occurring suddenly without warning. Because of the seriousness of the matter concerning shear failure, many researchers are looking to use additive materials that differ from traditional concrete constituents in order to improve the shear resistance of the beams, such as the use of silica fume, steel fiber, metakaolin, and many others. The current studies focused on understanding the resistance provided by the interlocking forces between the aggregate and that provided by the non-cracked compression zone, with the use of some materials that are intended to improve the properties of concrete. This paper presents a review of the previous literature that included studying the mechanism and behavior of shear failure of concrete beams without web reinforcement and also includes a presentation of the most important equations used to predict the shear capacity of concrete beams, especially those without stirrups, to understand the mechanism of failure and to know the most important factors affecting the failure of shear.
References
A. Ghaffar, A. Javed, H. Rehman, K. Ahmed, and M. Ilyas “Development of Shear Capacity Equations for Rectangular Reinforced Concrete Beams, ” Pakistan Journal of Engineering & Applied Sciences (PJEAS)., vol.6, pp. 1–8, 2010.
J. K. Kim and Y. D. Park, “Prediction of shear strength of reinforced concrete beams without web reinforcement,” ACI Mater. J., vol. 93, no. 3, pp. 213–222, 1996, https://doi.org/10.14359/9805.
R. S. Chavan and P. M. Pawar, “Shear strength of slender reinforced concrete beams without web reinforcement,” Int. J. Eng. Res. Appl., vol. 3, no. 6, pp. 554–559, 2013.
K. S. Rebeiz, J. Fente, and M. A. Frabizzio, “Effect of Variables on Shear Strength of Concrete Beams, ” Journal of Materials in Civil Eng., vol. 13, no. 6, pp. 467–470, 2001, https://doi.org/10.1061/(ASCE)0899-1561(2001)13:6(467)
W. Wang, X. Zeng, E. Niyonzima, Y. Gao, Q. Yang, and S. Chen, “Size Effect of Shear Strength of Recycled Concrete Beam without Web Reinforcement: Testing and Explicit Finite Element Simulation, ” Sustainability, vol. 13, no. 8, pp. 2-17, 2021, https://doi.org/10.3390/su13084294
D. Christianto, C. Makarim, Tavio, and Y. Liucius, “Size effect on shear stress of concrete beam without coarse aggregate, ” Journal of Physics: Conference Series, 1477, pp.1–7, 2020, https://doi.org/10.1088/1742-6596/1477/5/052043
M. Słowik, “Shear failure mechanism in concrete beams, ” Procedia Materials Science, 20th European Conference on Fracture (ECF20) 3, pp. 1977 – 1982, 2014, https://doi.org/10.1016/j.mspro.2014.06.318
D. Yoo and J. Yang, “Effects of stirrup, steel fiber, and beam size on shear behavior of high-strength concrete beams, ” Cement and Concrete Composites, vol. 87, pp. 137–148, March 2018, https://doi.org/10.1016/j.cemconcomp.2017.12.010
M. Fernández Ruiz, A. Muttoni, and J. Sagaseta, “Shear strength of concrete members without transverse reinforcement: A mechanical approach to consistently account for size and strain effects,” Eng. Struct., vol. 99, pp. 360–372, 2015, https://doi.org/10.1016/j.engstruct.2015.05.007
M. Słowik, “The analysis of failure in concrete and reinforced concrete beams with different reinforcement ratio,” Arch. Appl. Mech., vol. 89, no. 5, pp. 885–895, 2019, https://doi.org/10.1007/s00419-018-1476-5
Z. P. Bažant and Q. Yu, “Designing Against Size Effect on Shear Strength of Reinforced Concrete Beams Without Stirrups: II. Verification and Calibration,” J. Struct. Eng., vol. 131, no. 12, pp. 1886–1897, 2005, https://doi.org/10.1061/(asce)07339445(2005)131:12(1886)
R. S. Haghdoost, “SHEAR STRENGTH EVALUATION OF REINFORCED RECYCLED AGGREGATE CONCRETE BEAMS, ” Thesis, Iran University of Science and Technology, 2009, https://doi.org/10.32920/ryerson.14663823
T. No, “How Safe are Our Large Reinforced Concrete Beams?,” ACI J. Proc., vol. 64, no. 3, pp. 128–141 1967, https://doi.org/10.14359/7549
J. S. Albajar and J. Sagaseta, “The influence of aggregate fracture on the shear strength of reinforced concrete beams,” Thesis, Department Civ. Environ. Eng. Univ. London, 2008.
H. Hilde “Shear failure of reinforced concrete beams with steel fibre reinforcement, ” Thesis, Eindhoven University of Technology, 2014.
D. Dennison and J. M. Simon, “Effect of Metakaolin on the Structural Behaviour of Normal and Steel Fiber Reinforced Concrete Beams,” International Journal of Scientific & Engineering Research, vol. 5, no. 7, pp. 484–491, 2014.
H. Y. T. AL-Hamdani, “Shear Strength of Lightweight Modified Reactive Powder Reinforced Concrete Beams, ” Thesis, Al-Mustansiriyah University, May 2018.
A. J. Hassan, “shear behavior of high strength steel fiber reinforced recycled aggregate concrete beams, ” Thesis, Al-Mustansiriyah University, June 2020.
T. Ali, “Shear strength of a reinforced concrete beam by PET fiber, ” Environment, Development and Sustainability, vol. 23, pp. 8433–8450, 2021, https://doi.org/10.1007/S10668-020-00974-W
O. Daoud and A. Fadul, “Shear Behavior in Beams Reinforced with Glass-Fiber Reinforced Polymer Bars (GFRPB) without stirrups,” FES Journal of Engineering Sciences, vol. 9, no. 1, pp. 72–78, 2021, https://doi.org/10.52981/fjes.v9i1.661
M. I. M. Hussein, “ Effect of varied concrete mixtures on the optimum shear strength of R.C. beam, ” Thesis, Al-Mustansiriyah University, 2022.
A. Siddika, K. Saha, M. S. Mahmud, S. C. Roy, and M. A. Al Mamun, “Performance and failure analysis of carbon fber‑reinforced polymer (CFRP) strengthened reinforced concrete (RC) beams, ” SN Applied Sciences, vol. 1, no. 12, pp. 1–11, 2019, https://doi.org/10.1007/s42452-019-1675-x
P. Bhatt, T. J. MacGinley, and B. S. Choo, “Reinforced Concrete Design to Eurocodes, Design Theory and Examples, ” Taylor & Francis, pp. 92, 2014, https://doi.org/10.1201/b15266
G. Fathifazl, A. Abbas, A. G. Razaqpur, O. B. Isgor, B. Fournier, and S. Foo, “Shear strength of reinforced recycled concrete beams without stirrups,” Mag. Concr. Res., vol. 61, no. 7, pp. 477–490, 2009, https://doi.org/10.1680/macr.2008.61.7.477
M. Şinik and G. Arslan, “Effect of Shear Span-To-Effective Depth Ratio on the Shear Strength of Rc Beams,” International J. of Advances in Science Eng. and Tech., vol. 6, no. 4, pp. 64–66, 2018.
O. Arowojolu, A. Ibrahim, A. Almakrab, N. Saras, and R. Nielsen, “Influence of Shear Span-to-Effective Depth Ratio on Behavior of High-Strength Reinforced Concrete Beams,” Int. J. Concr. Struct. Mater., vol. 15, no. 1, 2021, https://doi.org/10.1186/s40069-020-00444-7
G. Arslan and R. S. O. Keskin, “Influence of Flexural Reinforcement on the Shear Strength of RC Beams without Stirrups, ” International J. of Civil and Environmental Eng., vol. 9, no. 8, pp. 1036–1041, 2015.
A. Yavas and C. O. Goker, “Impact of reinforcement ratio on shear behavior of I-shaped UHPC beams with and without fiber shear reinforcement,” Materials (Basel)., vol. 13, no. 7, pp. 1–17, 2020, https://doi.org/10.3390/ma13071525
R. Azam, A. K. El-Sayed, and K. Soudki, “Behaviour of reinforced concrete beams without stirrups subjected to steel reinforcement corrosion,” J. Civ. Eng. Manag., vol. 22, no. 2, pp. 146–153, 2016, https://doi.org/10.3846/13923730.2014.897979
B. Azad, “Shear strength of prestressed concrete beams without shear reinforcement, ” Thesis, Royal Institute of Technology (KTH), 2021.
A. Shah, “Evaluation of Shear Strength of High Strength Concrete Beams,” Thesis, University of Engineering & Technology, vol. 34, 2009.
C. Jeong, H. Kim, S. Kim, K. Lee, and K. Kim, “Size effect on shear strength of reinforced concrete beams with tension reinforcement ratio, ” Advances in Structural Eng., vol. 20, no. 4, pp. 582–594, 2016, https://doi.org/10.1177/1369433216658486
H. N. Ghadhban, “Shear Strength Prediction of Reinforced Concrete Beams,” Thesis, University of Technology, August 2005.
A. Althin and M. Lippe, “Size effects in shear force design of concrete beams,” MSc Thesis, Division Struct. Eng. Fac. Eng. LTH,Sweden, p. 70, 2018, [Online]. Available: http://lup.lub.lu.se/luur/download?func=downloadFile&recordOId=8944751&fileOId=8944763
Q. Deng, W. J. Yi, and F. J. Tang, “Effect of coarse aggregate size on shear behavior of beams without shear reinforcement,” ACI Struct. J., vol. 114, no. 5, pp. 1131–1142, 2017, https://doi.org/10.14359/51689720
A. H. Aziz, “Flexural and Shear Behavior of Hybrid I-Beams With High-Strength Concrete and Steel Fibers,” Thesis, Al-Mustansiriya University, March 2006.
British Standards Institution, “Bs 8110-1:1997,” British Standards Institution, London, no. 1, pp. 28, 1997.
Eurocode 2:2004. “Design of concrete structures - Part 1-1: General rules and rules for buildings, ” pp. 84–84, 2004.
Model Code 2010, first complete draft.Technical Report, 2. Switzerland, pp. 33-36, 2010.
Raju, “Review on Shear Behaviour of Reinforced Concrete Beam without Transverse Reinforcement,” Int. Journal of Engineering Research and Applications, vol. 4, no. 4, pp. 1–6, 2014, [Online]. Available: http://www.ijera.com/papers/Vol4_issue4/Version 8/W04408116121.pdf
American Concrete Institute, Building Code (ACI 318-19) and Commentary on Building Code Requirements for Structural Concrete (ACI 318R-19), 2019.
E. R. Thorhallsson and S. R. Birgisson, “Experiment on concrete beams without shear reinforcement,” 4th Int. fib Congr. 2014 Improv. Perform. Concr. Struct. FIB 2014 - Proc., no. August, pp. 221–224, 2014.
A. O. Harry and I. E. Ekop, “Comparative analysis of codes prediction of shear resistance in beams without shear reinforcement.,” Am. J. Civ. Eng. Archit., vol. 4, no. 1, pp. 39–43, 2016, https://doi.org/10.12691/ajcea-4-1-6
B. Bogdandy, “The shear resistance of a member without shear reinforcement according to Eurocode 2: The error of the calculated value and the mechanical explanation of the problem,” International Review of Applied Sciences and Engineering, vol. 12, no. 3, pp. 222–229, 2021, https://doi.org/10.1556/1848.2021.00236
V. H. Nghiep, “Shear design of straight and haunched concrete beams without stirrups,” Thesis, Technischen Universität Hamburg-Harburg, 2011, [Online]. Available: http://tubdok.tub.tuhh.de/handle/11420/1052
M. D. Kotsovos, “Mechanisms of ‘shear’ failure,” Mag. Concr. Res., vol. 35, no. 123, pp. 99–106, 1983, https://doi.org/10.1680/macr.1983.35.123.99
M. Slowik, “Shear Failure Mechanism in Concrete Beams,” Procedia Materials Science, vol. 3, pp. 1977–1982, May 2017, https://doi.org/10.1016/j.mspro.2014.06.318
K. Bergmeister, “Innovative Concrete Technology in Practice Hainburg 2015”, 11th Central European Congress on Concrete Engineering, pp. 247–248, 2015.
Hadi Baghi, “Shear Strengthening of Reinforced Concrete Beams with SHCC-FRP Panels,” Thesis, Universidade do Minho, pp. 1–211, 2015, [Online]. Available: https://www.researchgate.net/publication/312593062_Shear_strengthening_of_reinforced_concrete_beams_with_SHCC-FRP_panels/link/588511e5a6fdcc6b7916ebf4/download
M. N. Hassoun and A. Al-Manaseer, “Structural Concrete- Theory and Design, ” John Wiley & Sons, New Jersey, pp. 158–159, 2020.
T. Huber, P. Huber, and J. Kollegger, “Influence of aggregate interlock on the shear resistance of reinforced concrete beams without stirrups, ” Engineering Structures, vol. 186, pp. 26–42, May 2019, https://doi.org/10.1016/j.engstruct.2019.01.074
M. Schmidt, P. Schmidt, S. Wanka, and M. Classen, “Shear response of members without shear reinforcement- experiments and analysis using shear crack propagation theory (SCPT),” Appl. Sci., vol. 11, no. 7, 2021, https://doi.org/10.3390/app11073078
F. Cavagnis, M. F. Ruiz, and A. Muttoni, “Shear failures in reinforced concrete members without transverse reinforcement: An analysis of the critical shear crack development on the basis of test results,” Engineering Structures, vol. 103, pp. 157–173, September 2015, https://doi.org/10.1016/j.engstruct.2015.09.015
D. Darwin, “Design of concrete structures, ” McGraw-Hill Education, pp. 136, 2016.
F. Cavagnis, “Shear in reinforced concrete without transverse reinforcement: from refined experimental measurements to mechanical models,” MSc Thesis, vol. 8216, p. 223, 2017, [Online]. Available: https://infoscience.epfl.ch/record/232591/files/EPFL_TH8216.pdf
F. Farahmand, “Shear Behaviour of Concrete Beams Reinforced with Glass Fibre Reinforced Plastic,” Thesis Univ. Manitotoba, pp. 1–128, 1996.
J. S. Prasad and P.P. Raju, “Effect of Aggregate Interlocking and Dowel action of Beams under Flexural Loading- A Literature Review, ” International Journal of Recent Technology and Eng. (IJRTE), vol. 7, no. 6C2, pp. 366–369, 2019.
Stevin Lab., “Shear Capacity of Concrete Beams without Shear Reinforcement under Sustained Loads, ” Report by Stevin Lab., Delft University of Technology, pp. 3–58, 2010.
A. Marì Bernat, N. Spinella, A. Recupero, and A. Cladera, “Mechanical model for the shear strength of steel fiber reinforced concrete (SFRC) beams without stirrups,” Mater. Struct. Constr., vol. 53, no. 2, pp. 0–2, 2020, https://doi.org/10.1617/s11527-020-01461-4
M. S. Mohamed and V. Kalpana, “Review on Shearing Resistance of Reinforced Concrete Beams without Shear Reinforcement,” International Research Journal of Engineering and Technology (IRJET), vol. 03, no. 05, pp. 947–950, 2016.
A. A. A. Samad, N. Mohamad, N. Ali, J. Jayaprakash, and P. Mendis, “Rehabilitation of continuous reinforced concrete beams in shear by external bonding of carbon fiber reinforced polymer strips for sustainable construction,” Key Eng. Mater., vol. 708, pp. 49–58, May 2016, https://doi.org/10.4028/www.scientific.net/KEM.708.49.
Y. Sato, T. Tadokoro, and T. Ueda, “Diagonal Tensile Failure Mechanism of Reinforced Concrete Beams, ” Journal of Advanced Concrete Tech., vol. 2, no. 3, pp. 327–341, 2004, https://doi.org/10.3151/jact.2.327
J. R. Carmona, G. Ruiz, and J. R. del Viso, “Mixed-mode crack propagation through reinforced concrete,” Eng. Fract. Mech., vol. 74, no. 17, pp. 2788–2809, 2007, https://doi.org/10.1016/j.engfracmech.2007.01.004
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