Punching Shear Characterization of Steel Fiber-Reinforced Concrete Flat Slabs

Abbas H. Mohammed; Huda M. Mubarak; Ali K. Hussein; Taymour Z. Abulghafour; Dia Eddin Nassani

doi:10.28991/HIJ-2022-03-04-08

Authors

Abbas H. Mohammed
abbas_mohammed_eng@uodiyala.edu.iq
Civil Engineering Department, University of Diyala, Diyala, 32001,, Iraq https://orcid.org/0000-0002-5763-0850
Huda M. Mubarak Civil Engineering Department, University of Diyala, Diyala, 32001,, Iraq
Ali K. Hussein Civil Engineering Department, Bilad Alrafidain University College, Diyala, 32001,, Iraq
Taymour Z. Abulghafour Civil Engineering Department, Bilad Alrafidain University College, Diyala, 32001,, Iraq
Dia Eddin Nassani Civil Engineering Department, Hasan Kalyoncu University, Gaziantep, 27500,, Turkey https://orcid.org/0000-0002-4196-8822

Vol. 3 No. 4 (2022): December

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Punching shear failure in thin slabs under concentrated loads can cause shear stresses near columns. The use of steel fiber is a practical way to improve a slab-column connection's punching strength and deformation capacity. In this study, the capacity and behavior of steel fiber-reinforced concrete flat slabs are examined under punching shear force. Ten small-scale flat slabs were tested, eight of which had steel fiber and two without. Two parameters are studied in this paper, which are the fiber volume ratio (from 0% to 2%) and the stub column load shape (circle and square). The test results include the concrete compressive strength, crack patterns, punching shear, and load-defection behavior of the slabs. Based on the experimental results, it was found that the punching shear capacity of slabs with steel fiber (S5) increased by 21.8% compared to slabs without steel fiber (S1), and the slabs with steel fiber had more ductility compared to the slabs without fiber.

Doi: 10.28991/HIJ-2022-03-04-08

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Mohammed, A. H., Mubarak, H. M., Hussein, A. K., Abulghafour, T. Z., & Nassani, D. E. (2022). Punching Shear Characterization of Steel Fiber-Reinforced Concrete Flat Slabs. HighTech and Innovation Journal, 3(4), 483–490. https://doi.org/10.28991/HIJ-2022-03-04-08

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Schousboe, I. (1976). Bailey'S Crossroads Collapse Reviewed. Journal of the Construction Division, 102(2), 365–378. doi:10.1061/jcceaz.0000612.

Kaminetzky, D., & Carper, K. L. (1992). Design and construction failures: Lessons from forensic investigations. Journal of Performance of Constructed Facilities, 6(1), 71-72. doi:10.1061/(asce)0887-3828(1992)6:1(71).

King, S., & Delatte, N. J. (2004). Collapse of 2000 Commonwealth Avenue: Punching Shear Case Study. Journal of Performance of Constructed Facilities, 18(1), 54–61. doi:10.1061/(asce)0887-3828(2004)18:1(54).

Swanmy, R. N., & Ali, S. A. R. (1982). Punching Shear Behavior of Reinforced Slab-Column Connections Made with Steel Fiber Concrete. (1982). ACI Journal Proceedings, 79(5). doi:10.14359/10917.

Narayanan, R., & Darwish, I. Y. S. (1987). Punching shear tests on steel-fibre-reinforced micro-concrete slabs. Magazine of Concrete Research, 39(138), 42–50. doi:10.1680/macr.1987.39.138.42.

Alexander, S. D. B., & Simmonds, S. H. (1992). Punching shear tests of concrete slab-column joints containing fiber reinforcement. ACI Structural Journal, 89(4), 425–432. doi:10.14359/3027.

Harajli, M. H., Maalouf, D., & Khatib, H. (1995). Effect of fibers on the punching shear strength of slab-column connections. Cement and Concrete Composites, 17(2), 161–170. doi:10.1016/0958-9465(94)00031-S.

McHarg, P. J., Cook, W. D., Mitchell, D., & Yoon, Y. S. (2000). Benefits of concentrated slab reinforcement and steel fibers on performance of slab-column connections. ACI Structural Journal, 97(2), 225–234. doi:10.14359/851.

Cheng, M. Y., & Parra-Montesinos, G. J. (2010). Evaluation of steel fiber reinforcement for punching shear resistance in slab-column connections- part I: Monotonically increased load. ACI Structural Journal, 107(1), 101–109. doi:10.14359/51663394.

Yagoub, M., Mellas, M., Benchabane, A., & Zatar, A. (2022). Experimental Characterization of a Functionally Graded Composite Using Recycled Steel Fiber. Civil Engineering Journal, 8(5), 879-894. doi:10.28991/CEJ-2022-08-05-03.

Lisienkova, L., Shindina, T., Orlova, N., & Komarova, L. (2021). Optimization of the Concrete Composition Mix at the Design Stage. Civil Engineering Journal, 7(8), 1389-1405. doi:10.28991/cej-2021-03091732.

Singh, V., & Sangle, K. (2022). Analysis of vertically oriented coupled shear wall interconnected with coupling beams. HighTech and Innovation Journal, 3(2), 230-242. doi:10.28991/HIJ-2022-03-02-010.

Theodorakopoulos, D. D., & Swamy, N. (1993). Contribution of steel fibers to the strength characteristics of lightweight concrete slab-column connections failing in punching shear. ACI Structural Journal, 90(4), 342–355. doi:10.14359/3957.

Shaaban, A. M., & Gesund, H. (1994). Punching shear strength of steel fiber reinforced concrete flat plates. ACI Structural Journal, 91(4), 406–414. doi:10.14359/4145.

Mahdi, M. S., Saleh, I. S., & Faleh, S. K. (2022). Destructive and Nondestructive Tests for Concrete Containing a Various Types of Fibers. Civil Engineering Journal, 8(11), 2461-2475. doi:10.28991/CEJ-2022-08-11-07.

Al-Fouadi, W. K. A., Mohammed, A. H., & Abdullah, K. (2019). Experimental and analytical study on behavior of pull-out failure of reinforcing bar embedded in concrete blocks. Structural Concrete, 20(1), 171–184. doi:10.1002/suco.201700230.

Maya, L. F., Fernández Ruiz, M., Muttoni, A., & Foster, S. J. (2012). Punching shear strength of steel fibre reinforced concrete slabs. Engineering Structures, 40, 83–94. doi:10.1016/j.engstruct.2012.02.009.

Mohammed, A. H., Khalaf, R. D., Mohammedali, T. K., & Hussin, A. K. (2019). Experimental Study on Performance of Fiber Concrete-filled Tube Columns under Axial Loading. International Journal of Engineering, Transactions B: Applications, 32(12), 1726–1732. doi:10.5829/IJE.2019.32.12C.05.

ACI 318-11. (2011). Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary on Building Code Requirements for Structural Concrete (ACI 318R-19). American Concrete Institute, Michigan, United States.

Fédération Internationale du Béton (FIB). (2010). Model Code 2010 – first complete draft, vol. 1, Fédération Internationale du Béton (FIB), Bulletin 55. Lausanne, Switzerland.

Fédération Internationale du Béton (FIB). (2010). Model Code 2010 – first complete draft, vol. 2, Fédération Internationale du Béton (FIB), Bulletin 55. Lausanne, Switzerland.

JSCE. (2007). Standard specifications for concrete structures-2007, Design. Japan Society of Civil Engineers, Tokyo, Japan.

Truong, G. T., Choi, K. K., & Kim, C. S. (2022). Punching shear strength of interior concrete slab-column connections reinforced with FRP flexural and shear reinforcement. Journal of Building Engineering, 46(5), 409–20. doi:10.1016/j.jobe.2021.103692.

Higashiyama, H., Ota, A., & Mizukoshi, M. (2011). Design Equation for Punching Shear Capacity of SFRC Slabs. International Journal of Concrete Structures and Materials, 5(1), 35–42. doi:10.4334/ijcsm.2011.5.1.035.

Siburg, C., Hegger, J., Furche, J., & Bauermeister, U. (2014). Durchstanzbewehrung für Elementdecken nach Eurocode 2. Beton- Und Stahlbetonbau, 109(3), 170–181. doi:10.1002/best.201300075. (In German).

Gouveia, N. D., Faria, D. M. V., & Ramos, A. P. (2019). Assessment of SFRC flat slab punching behaviour - Part I: Monotonic vertical loading. Magazine of Concrete Research, 71(11), 587–598. doi:10.1680/jmacr.17.00343.

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Punching Shear Characterization of Steel Fiber-Reinforced Concrete Flat Slabs

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Punching Shear Characterization of Steel Fiber-Reinforced Concrete Flat Slabs

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Towards Bayesian Quantification of Permeability in Micro-scale Porous Structures – The Database of Micro Networks

Physicochemical and Microstructural Characterization of Klias Peat, Lumadan POFA, and GGBFS for Geopolymer Based Soil Stabilization

Seismic Upgradation of RC Beams Strengthened with Externally Bonded Spent Catalyst Based Ferrocement Laminates

Temporal Trends of Rainfall and Temperature over Two Sub-Divisions of Western Ghats

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