Review on Stamping Shear Properties of Foam Board
DOI:
https://doi.org/10.53469/jpce.2024.06(06).03Keywords:
Bubble slab, flat slab, Punching shear, plastic sphereAbstract
Bubbled slabs are introduced to decrease the self-weight of the slab by decreasing the amount of concrete in the slab's middle. This decrease results in cost savings, a reduction in the time needed for construction, improvements in structural performance, and an increase in the slab's efficiency. Despite the many benefits that this form of slab offers, it is similar to flat slabs. The more concentrated load at the column connection causes it to experience failure-punching shear. In addition, the design equations for bubbling slabs suggested by building rules derive from experiments conducted on flat slabs. Previous investigations of bubbled slabs have shown that the punching shear of bubbled slabs is different from that of flat slabs.
References
Singh, M., & Saini, B. (2019). Analytical and experimental study of voided slab. In Proceedings of the 1st International Conference on Sustainable Waste Management through Design: IC_SWMD 2018 1 (pp. 438-448). Springer International Publishing.
Hai, L. V., Hung, V. D., Thi, T. M., Nguyen-Thoi, T., & Phuoc, N. T. (2013). The experimental analysis of bubbledeck slab using modified elliptical balls. In Proceedings of the Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-13) (pp. G-6). The Thirteenth East Asia- Pacific Conference on Structural Engineering and Construction (EASEC-13).
Ibrahim, A. M., Oukaili, N. K. A., & Salman, W. D. (2013). Flexural behavior and sustainable analysis of polymer bubbuled reinforced concrete slabs. In Fourth Asia Pacific Conference on FRP in Structures (APFIS 2013) (pp. 11-13).
Bubbledeck, U. K. (2008). BubbleDeck voided flat slab solutions—Technical Manual & Documents. BubbleDeck UK head office, Jersey.
Valivonis, J., Jonaitis, B., Zavalis, R., Skuturna, T., & Šneideris, A. (2014). Flexural capacity and stiffness of monolithic biaxial hollow slabs. Journal of Civil Engineering and Management, 20(5), 693-701.
Björnson, G. (2003). BubbleDeck-Two-Way Hollow Slab.
Sagadevan, R., & Rao, B. N. (2021). Experimental and analytical investigations on two-way flexural capacity of biaxial voided slab. In Advances in Structural Technologies: Select Proceedings of CoAST 2019 (pp. 233-247).
Habibi، F.، Cook، W. D.، & Mitchell، D. (2014). Predicting post-punching shear response of slab- column connections. ACI Structural Journal, 111(1), 123.
Acciai, A., D'Ambrisi, A., De Stefano, M., Feo, L., Focacci, F., & Nudo, R. (2016). Experimental response of FRP reinforced members without transverse reinforcement: Failure modes and design issues. Composites Part B: Engineering, 89, 397-407.
Sprince, A., Fischer, G., Pakrastinsh, L., & Korjakins, (2014). Crack propagation in concrete with silica particles. Advanced Materials Research, 842, 470-476.
Caratelli, A., Imperatore, S., Meda, A., & Rinaldi, Z. (2016). Punching shear behavior of lightweight fiber reinforced concrete slabs. Composites Part B: Engineering, 99, 257-265.
Schnellenbach-Held, M., & Pfeffer, K. (2002). Punching behavior of biaxial hollow slabs. Cement and concrete composites, 24(6), 551-556.
[13] Oukaili, N. K., & Hussein, L. F. (2020). Experimental and Analytical Study on Punching Shear Strength of BubbleDecks. ACI Structural Journal, 117(2).
Nicácio, W. G., Barros, J. A., & Melo, G. S. (2020). Punching behavior of BubbleDeck type reinforced concrete slabs. Structural Concrete, 21(1), 262-277.
Alsheameri, A. M., Rasheed, L. S., & Alsaad, A. J. (2023). Enhancement of flexural behavior of hybrid flat slab by using SIFCON. Open Engineering, 13(1), 20220487.
Muntadher Kadhim Abdul Hassan, (2022) “Effect of Water Cooling on Punching Shear Behavior of Reinforced Concrete Bubbled Slabs after Fire”, A Thesis Submitted to the Civil Engineering Department, College of Engineering, Mustansiriyah University.
ACI CODE-318-19: Building Code Requirements for Structural Concrete and Commentary”. (2019). American Concrete Institute, Farmington Hill, MI.
British Standards Institution (B.S.8110). (1997). “Code of Practice for Design and Construction”, Part 1, London.
Eurocode 2, “Design of Concrete Structures Part I. (2002) .General Rules and Buildings”. European Committee for Standardization Brussels.
Alexander, S. B., & Simmonds, S. H. (1987). Ultimate strength of slab-column connections. Structural Journal, 84(3), 255-261.
Bubbledeck, U. K. (2007). BubbleDeck voided flat slab solutions—Technical Manual & Documents. BubbleDeck UK head office, Jersey.
Yahya S. Ali. (2016). “Temperature Effects on Punching Shear Enhancement in Reinforced Concrete Slabs”, A Thesis Submitted to the Civil Engineering Department, College of Engineering, Mustansiriyah University.
Bindea, M., Zagon, R., & Kiss, Z. (2013). Flat slabs with spherical voids. Part II: Experimental tests concerning shear strength. Acta Technica Napocensis: Civil Engineering & Architecture, 56(1), 74-81.
Sakin, S. T. (2014). Punching shear in voided slab. Civil and Environmental Research, 6(10), 36-43.
Ahmed, Q. W. (2016). Punching Shear Behavior of Bubbled Reinforced Concrete Slabs. Diyala Journal of Engineering Sciences, 9(1), 55-66.
Luma Fadhil, L.F. (2017). “Punching Shear Behavior of Bubble Decks under Eccentric Loads”, Ph.D. thesis, University of Baghdad, Baghdad, Iraq.
Harba, I. S., & Hameed, M. A. (2018). Shear behavior of self-compacted reinforced concrete two-way bubble slabs. International Journal of Civil Engineering and Technology (IJCIET), 9(12), 1117-1127.
Al-Gasham, T. S., Mhalhal, J. M., & Jabir, H. A. (2019). Improving punching behavior of interior voided slab-column connections using steel sheets. Engineering Structures, 199, 109614.
Gharbi, A. H., & Mahmoud, A. S. (2020). Punching shear behavior of reinforced concrete slabs under fire using finite elements. Journal of Engineering, 26(5).
Hussain kadhum Jawad, “Punching Shear Response of Glass Fiber Geopolymer Bubble Slabs After High Temperatures Effects”, A Thesis Submitted to the Civil Engineering Department, College of Engineering, Mustansiriyah University, 2021.
Al-Fwadhil, M. K., & Waryosh, W. A. (2022). PUNCHING SHEAR BEHAVIOR OF A SELF- COMPACTED BUBBLE DECK SLAB SUBJECTED TO FIRE AND WATER COOLED. Journal of Engineering and Sustainable Development, 26(2), 40- 55
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Copyright (c) 2024 Oinam Premjit Singh, Omar Abdi Mohamed Qasaye
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