Punching behavior of non-coarse aggregate polymer concrete slabs with openings

References

• Torabian A, Isufi B, Mostofinejad D, et al. Behavior of thin lightly reinforced flat slabs under concentric loading. Eng Struct. 2019;196:109327. doi: 10.1016/j.engstruct.2019.109327
   Web of Science ®Google Scholar
• Torabian A, Isufi B, Mostofinejad D, et al. Flexural strengthening of flat slabs with FRP composites using EBR and ebrog methods. Eng Struct. 2020;211:110483. doi: 10.1016/j.engstruct.2020.110483
   Web of Science ®Google Scholar
• Mostofinejad D, Jafarian N, Naderi A, et al. Effects of openings on the punching shear strength of reinforced concrete slabs. Structs. 2020;25:760–773. doi: 10.1016/j.istruc.2020.03.061
   Web of Science ®Google Scholar
• Choulli Y, Marí AR, Cladera A. Shear behavior of full-scale prestressed I-beams made with self compacting concrete. Mater Struct. 2007;41(1):131–141. 10.1617/s11527-007-9225-1.
   Web of Science ®Google Scholar
• Hussein YM, Metwally IM, El-Betar SA. Shear behavior of reinforced beams cast using non-coarse aggregate polymer concrete (icon). Civil Engg Res Magazine, Faculty Of Engg, AlAzhar University. 2011;2011(1): 1–10 10.5402/2011/374807
   Google Scholar
• Elzeiny SM Shear behavior of steel fibers reinforced beams using non coarse aggregate acrylic polymer concrete. Civil Engg Res Magazine, Faculty Of Engg, Al-Azhar Univer. 2012;34(2):237–250.
   Google Scholar
• Knaack A, Kurama Y. Design of concrete mixtures with recycled concrete aggregates. ACI Mater J. 2013;110(5). doi: 10.14359/51685899
   Web of Science ®Google Scholar
• Prince MJ, Singh B. Investigation of bond behaviour between recycled aggregate concrete and deformed steel bars. Struct Concr. 2014;15(2):154–168. doi: 10.1002/suco.201300042
   Web of Science ®Google Scholar
• Fan X, Zhang M. Experimental study on flexural behaviour of inorganic polymer concrete beams reinforced with basalt rebar. Composites. 2016;93:174–183. doi: 10.1016/j.compositesb.2016.03.021
   Google Scholar
• Salem M, Mourad A, Shehata A (2019). Behavior of non-coarse aggregate polymer concrete simply supported deep beams with and without web openings. Int J Scient Engg Res (IJSER), 10(2), 483–490.
   Google Scholar
• El-Salakawy EF, Polak MA, Soudki KA. New shear strengthening technique for concrete slab-column connections. ACI Struct J. 2003;100(3). doi: 10.14359/12604
   Web of Science ®Google Scholar
• Lowe D, Roy K, Das R, et al. Full scale experiments on splitting behaviour of concrete slabs in steel concrete composite beams with shear stud connection. Struct. 2020;23:126–138. doi: 10.1016/j.istruc.2019.10.008
   Google Scholar
• Issa AM, Salem MM, Mostafa MT, et al. Performance of shear reinforcement against punching shear loads. Int J Eng Adv Technol. 2019;9(2):841–850. doi: 10.35940/ijeat.b3975.129219
   Google Scholar
• Borges LLJ, Melo GS, Gomes RB. Punching shear of reinforced concrete flat plates with openings. ACI Struct J. 2013;110(4). doi: 10.14359/51685740
   Web of Science ®Google Scholar
• Mota MC, Kamara M Floor openings in two-way slabs. Concr Int 2006;28(7):33–36.
   Google Scholar
• Anil Ö, Kina T, Salmani V. Effect of opening size and location on punching shear behaviour of two-way RC slabs. Mag Concr Res. 2014;66(18):955–966. doi: 10.1680/macr.14.00042
   Web of Science ®Google Scholar
• Teng S, Cheong HK, Kuang KL, et al. Punching shear strength of slabs with openings and supported on rectangular columns. ACI Struct J. 2004;101(5). doi: 10.14359/13390
   Web of Science ®Google Scholar
• Anil Ö, Kaya N, Arslan O. Strengthening of one way RC slab with opening using CFRP STRIPS. Constr Build Mater. 2013;48:883–893. doi: 10.1016/j.conbuildmat.2013.07.093
   Web of Science ®Google Scholar
• Afefy HM, Fawzy TM. Strengthening of RC one-way slabs including cut-out using different techniques. Eng Struct. 2013;57:23–36. doi: 10.1016/j.engstruct.2013.09.013
   Web of Science ®Google Scholar
• ECP203-2020: Egyptian Code of Practice – For design and construction Reinforced Concrete. Cairo. Egypt.
   Google Scholar
• ABAQUS. SIMULIA user assistance 2017, dassault systems similia corp. 2017.
   Google Scholar
• ACI 318-19: Building code requirements for structural concrete: CCOMMENTARY on building code requirements for structural concrete (ACI 318R-19). American Concrete Institute. 2019.
   Google Scholar