Punching shear Prediction of Flat slabs Reinforced with FRP Bars
References
- (CEN), E. C. f. S. (2023). FINAL DRAFT FprEN 1992-1-1: Eurocode 2 - Design of concrete structures - Part 1-1: General rules and rules for buildings, bridges and civil engineering structures. Brussel: European Committee for Standardization
- Ahmad, S., Zia, P., Yu, T., & Xie, Y. (1994). Punching shear tests of slabs reinforced with 3-dimensional carbon fiber fabric. Concrete international, 16(6), 36–41.
- Al-Bayati, A. F., Farhan, O. S., & Taki, Z. N. M. (2025). Shear Strength of One-Way Slabs Subjected to Concentrated Loads. Civil Engineering Journal, 11(11).
- Al-Bayati, A. F., & Taki, Z. N. M. (2024). Shear strength prediction of steel fiber reinforced concrete beams without transverse reinforcements. Asian Journal of Civil Engineering, 25(2), 1857–1875.
- Al Ajami, A. (2018). Punching shear of concrete flat slabs reinforced with fibre reinforced polymer bars
- Alkhattabi, L., Ayash, N. M., Hassan, M., & Gouda, A. (2024). Investigation of Key Parameters Influencing Shear Behavior in Glass-Fiber-Reinforced Polymer (GFRP)-Reinforced Concrete (RC) Interior Slab–Column Connections. Buildings, 14(5), 1251.
- Bank, L., & Xi, Z. (1995). 43 punching shear behavior of pultruded frp grating reinforced concrete slabs. Non-Metallic (FRP) Reinforcement for Concrete Structures: Proceedings of the Second International RILEM Symposium,
- Barakat, S., AlAteyat, A., Junaid, M. T., Altoubat, S., Maalej, M., Awad, R., & Metawally, A. (2025). Experimental Study on the Punching Shear of GFRP-RC Slabs with Normal and High Strength Concrete. Journal of Building Engineering, 111975.
- Bouguerra, K., Ahmed, E., El-Gamal, S., & Benmokrane, B. (2011). Testing of full-scale concrete bridge deck slabs reinforced with fiber-reinforced polymer (FRP) bars. Construction and building materials, 25(10), 3956–3965.
- Dinh, N. H., Kim, S.-H., Kim, S.-H., Pham, H. H., Byeon, T.-w., Seok, W.-k., & Choi, K.-K. (2025). Punching shear behavior of concrete slab-column connections reinforced with glass fiber-reinforced polymer (GFRP) bars with different design parameters: experimental study, finite element simulation, and theoretical model. Journal of Building Engineering, 114771.
- Dulude, C., Hassan, M., Ahmed, E. A., & Benmokrane, B. (2013). Punching shear behavior of flat slabs reinforced with glass fiber-reinforced polymer bars. ACI structural journal, 110(5), 723.
- El-Gamal, S., El-Salakawy, E., & Benmokrane, B. (2005a). Behavior of concrete bridge deck slabs reinforced with fiber-reinforced polymer bars under concentrated loads. ACI structural journal, 102(5), 727.
- El-Gamal, S., El-Salakawy, E., & Benmokrane, B. (2005b). A new punching shear equation for two-way concrete slabs reinforced with FRP bars. ACI Special publication, 230, 877–894.
- El-Gamal, S., El-Salakawy, E., & Benmokrane, B. (2007). Influence of reinforcement on the behavior of concrete bridge deck slabs reinforced with FRP bars. Journal of Composites for Construction, 11(5), 449–458.
- El-Gendy, M., & El-Salakawy, E. (2015). Punching shear behaviour of GFRP-RC edge slab-column connections. Proceedings of the 7th international conference on FRP composites in civil engineering,
- El-Ghandour, A. W., Pilakoutas, K., & Waldron, P. (2003). Punching shear behavior of fiber reinforced polymers reinforced concrete flat slabs: Experimental study. Journal of Composites for Construction, 7(3), 258–265.
- El-Tom, E. (2007). Behavior of two-way slabs reinforced with GFRP bars Memorial University of Newfoundland].
- Eladawy, M., Hassan, M., Benmokrane, B., & Ferrier, E. (2020). Lateral cyclic behavior of interior two-way concrete slab–column connections reinforced with GFRP bars. Engineering Structures, 209, 109978.
- Elgabbas, F., Ahmed, E. A., & Benmokrane, B. (2016). Experimental testing of concrete bridge-deck slabs reinforced with basalt-FRP reinforcing bars under concentrated loads. Journal of Bridge Engineering, 21(7), 04016029.
- Elnady, A., Mousa, S., & Benmokrane, B. (2024). Shear Behavior of Precast Concrete Box Culverts Reinforced with Glass Fiber-Reinforced Polymer Bars under Concentrated Load. ACI structural journal, 121(3).
- Freedman, D., & Diaconis, P. (1981). On the histogram as a density estimator: L 2 theory. Zeitschrift für Wahrscheinlichkeitstheorie und verwandte Gebiete, 57(4), 453–476.
- Freiesleben, T., König, G., Molnar, C., & Tejero-Cantero, A. (2022). Scientific inference with interpretable machine learning: Analyzing models to learn about real-world phenomena. arXiv preprint arXiv:2206.05487.
- Gouda, A., & El-Salakawy, E. (2016a). Behavior of GFRP-RC interior slab-column connections with shear studs and high-moment transfer. Journal of Composites for Construction, 20(4), 04016005.
- Gouda, A., & El-Salakawy, E. (2016b). Punching shear strength of GFRP-RC interior slab–column connections subjected to moment transfer. Journal of Composites for Construction, 20(1), 04015037.
- Gu, S. (2020). Study on the punching shear behavior of FRP reinforced concrete slabs subjected to concentric loading Zhejiang University of Technology Zhejiang, China].
- Hassan, M., Ahmed, E., & Benmokrane, B. (2013a). Punching-shear strength of normal and high-strength two-way concrete slabs reinforced with GFRP bars. Journal of Composites for Construction, 17(6), 04013003.
- Hassan, M., Ahmed, E. A., & Benmokrane, B. (2013b). Punching shear strength of glass fiber-reinforced polymer reinforced concrete flat slabs. Canadian Journal of Civil Engineering, 40(10), 951–960.
- Hassan, T., Abdelrahman, A., Tadros, G., & Rizkalla, S. (2000). Fibre reinforced polymer reinforcing bars for bridge decks. Canadian Journal of Civil Engineering, 27(5), 839–849.
- Hemzah, S. A., Al-Obaidi, S., & Salim, T. (2019). Punching Shear Model for Normal and High-Strength Concrete Slabs Reinforced with CFRP or Steel Bars. Jordan Journal of Civil Engineering, 13(2).
- Huang, Z., Zhao, Y., Zhang, J., & Wu, Y. (2020). Punching shear behaviour of concrete slabs reinforced with CFRP grids. Structures,
- Hussein, A., Rashid, I., & Benmokrane, B. (2004). Two-way concrete slabs reinforced with GFRP bars. Proceedings of the 4th International Conference on Advanced Composite Materials in Bridges and Structures, Calgary, Alberta,
- Hussein, A. H., & El-Salakawy, E. F. (2018). Punching Shear Behavior of Glass Fiber-Reinforced Polymer-Reinforced Concrete Slab-Column Interior Connections. ACI structural journal, 115(4).
- Jacobson, D., Bank, L., Oliva, M., & Russell, J. (2005). Punching shear capacity of double layer FRP grid reinforced slabs. Proc., 7th International Conference on Fiber Reinforced Plastics for Reinforced Concrete Structures,
- Ju, M., Ju, J.-w. W., & Sim, J. (2021). A new formula of punching shear strength for fiber reinforced polymer (FRP) or steel reinforced two-way concrete slabs. Composite structures, 259, 113471.
- Ju, M., Park, K., & Park, C. (2018). Punching shear behavior of two-way concrete slabs reinforced with glass-fiber-reinforced polymer (GFRP) bars. Polymers, 10(8), 893.
- Khdir, M. K., & Yaseen, S. A. (2024). Evaluating Punching Shear Strength in Basalt-Reinforced Slabs: An Experimental Analysis of Eccentric Loading and Reinforcement Ratios. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 48(5), 3015–3025.
- Lee, J.-H., Yoon, Y.-S., Cook, W. D., & Mitchell, D. (2009). Improving punching shear behavior of glass fiber-reinforced polymer reinforced slabs. ACI structural journal, 106(4), 427.
- Louka, H. J. (1999). Punching behaviour of a hybrid reinforced concrete bridge deck.
- Makke, N., & Chawla, S. (2024). Interpretable scientific discovery with symbolic regression: a review. Artificial Intelligence Review, 57(1), 2.
- Mangalathu, S., & Jeon, J.-S. (2019). Machine learning–based failure mode recognition of circular reinforced concrete bridge columns: Comparative study. Journal of Structural Engineering, 145(10), 04019104.
- Matthys, S., & Taerwe, L. (2000). Concrete slabs reinforced with FRP grids. II: Punching resistance. Journal of Composites for Construction, 4(3), 154–161.
- Mostafa, A. (2016). Punching shear behaviour of GFRP-RC slab-column edge connections with high strength concrete and shear reinforcement.
- Muttoni, A., & Simões, J. T. (2023). Shear and punching shear according to the Critical Shear Crack Theory: background, recent developments and integration in codes. Revista IBRACON de Estruturas e Materiais, 16(3), e16302.
- Nguyen-Minh, L., & Rovňák, M. (2013). Punching shear resistance of interior GFRP reinforced slab-column connections. Journal of Composites for Construction, 17(1), 2–13.
- Nguyen, H., Vu, T., Vo, T. P., & Thai, H.-T. (2021). Efficient machine learning models for prediction of concrete strengths. Construction and building materials, 266, 120950.
- Oskouei, A. V., Kivi, M. P., Araghi, H., & Bazli, M. (2017). Experimental study of the punching behavior of GFRP reinforced lightweight concrete footing. Materials and Structures, 50(6), 256.
- Ospina, C. E., Alexander, S. D., & Cheng, J. R. (2003). Punching of two-way concrete slabs with fiber-reinforced polymer reinforcing bars or grids. Structural Journal, 100(5), 589–598.
- Rahman, A., Kingsley, C., & Kobayashi, K. (2000). Service and ultimate load behavior of bridge deck reinforced with carbon FRP grid. Journal of Composites for Construction, 4(1), 16–23.
- Salihi, B., & Hamad, F. (2023). Two-way slab punching shear resistance: Experimental insights into basalt-FRP bar as flexural reinforcement. Sustainability, 15(21), 15417.
- Sarhan, I. A., Mahmoud, A. S., & Hussian, M. A. (2017). Punching Shear Resistance of High Strength GFRP Reinforced Concrete Flat Slabs. Iraqi Journal of Civil Engineering, 11(1), 72–93.
- Shill, S. K., Garcez, E. O., Al-Ameri, R., & Subhani, M. (2022). Performance of two-way concrete slabs reinforced with basalt and carbon FRP rebars. Journal of Composites Science, 6(3), 74.
- Taki, Z. N. M., & Al-Bayati, A. F. (2024). Punching shear strength of column footings. Innovative Infrastructure Solutions, 9(5), 132.
- Tharmarajah, G., Taylor, S. E., Cleland, D. J., & Robinson, D. (2015). Corrosion-resistant FRP reinforcement for bridge deck slabs. Proceedings of the Institution of Civil Engineers-Bridge Engineering,
- Zaghloul, A. (2007). Punching shear strength of interior and edge column-slab connections in CFRP reinforced flat plate structures transferring shear and moment Carleton University].
- Zaghloul, E. E.-D. R., Mahmoud, Z. I., & Salama, T. (2003). Punching Behaviour and Strength of Two-way Concrete Slabs Reinforced With Glass Fiber Polymer (GFRP) Rebars.
- Zhang, Q., Marzouk, H., & Hussein, A. (2005). A preliminary study of high-strength concrete two-way slabs reinforced with GFRP bars. Proceedings of the 33rd CSCE annual conference: general conference and international history symposium,
- Zhu, H.-T., Wang, Y.-Z., & Li, J.-Z. (2012). Plastic analysis on punching shear capacity of two-way BFRP rebar reinforced concrete slabs under central concentrated load. Journal of Zhengzhou University(Engineering Science), 33(4).
- Zhu, H., Zhang, Y., Gao, D., & Xiao, Z. (2011). Deformation behavior of concrete two-way slabs reinforced with BFRP bars subjected to eccentric loading. Advances in FRP Composites in Civil Engineering: Proceedings of the 5th International Conference on FRP Composites in Civil Engineering (CICE 2010), Sep 27–29, 2010, Beijing, China,
DOI: https://doi.org/10.2478/cee-2027-0020 | Journal eISSN: 2199-6512 (formerly 1336-5835) | Journal ISSN: 1336-5835
Language: English
Submitted on: Jul 9, 2026
Accepted on: Aug 21, 2026
Published on: Sep 17, 2026
Published by: University of Žilina
In partnership with: Paradigm Publishing Services
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© 2026 Zahir Noori M. Taki, Ahmed Faleh Al-Bayati, published by University of Žilina
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