]1] Ruggiero.A, Bonora.N , Curiale.G , De Muro.S , Iannitti.G , Marfia.S , Sacco.E , Scafati.S, and Testa.G , “Full scale experimental tests and numerical model validation of reinforced concrete slab subjected to direct contact explosion,” International Journal of Impact Engineering, 2019.
]2] Pedro, and Silva, “Improving the blast resistance capacity of RC slabs with innovative,” composite materials, Composites Part B 38/ 523-534, 2007.
]3] Tai.Y.S, Chu.T. L, Hu. H.T, and Wu.J.Y., “Dynamic Response of a Reinforced Concrete Slab subjected to Air Blast Load,” Theoretical and Applied Fracture Mechanics, vol. 56, pp. 140-147, 2011.
]4] Yao.S, Zhang.D, Chen.X, Lu.F, and Wang.W, “Experimental and numerical study on the dynamic response of RC slabs under blast loading,” Engineering Failure Analysis, vol. 66, pp. 120-129, 2016.
[5] Abdollahi.S.M, Ranjbara.M.M, Ilbegianb.S, “ Shear Capacity of Reinforced Concrete Flat Slabs Made with High-strength Concrete: A Numerical Study of the Effect of Size, Location, and Shape of the Opening,” International Journal of Engineering, Vol.30, No.2, pp.162-171, 2017.
[6] Seifollahi.H, and Morshed.R, “Behavior of Reinforced Concrete Slabs against the Blast
Wave,” Amirkabir J. Civil Eng, vol. 49, pp. 687-696, 2018.
[7] jome manzari.R, and Shahabian Moghaddam.F, “A Survey of the Effect of Opening and Stiffener on Dynamic Response of FGM Plates under Blast Loads,” journal of structure & steel, 13 (26), pp.17-32, 2019.
[8] Mostofinejad.D, Jafarian.N, Naderi.A, Mostofinejad.A.M, and Salehi.M, “Effects of openings on the punching shear strength of reinforced concrete slabs,” Structures, Vol.25, pp.760–773, 2020.
[9] Kumar. V, Kartik. K.V, and Iqbal. M.A, “Experimental and numerical investigation of reinforced concrete slabs under blast loading,” Engineering Structures, vol. 206, 110125, 2020.
[10] Khajehdehi.R, Panahshahi.N, “Effect of openings on in-plane structural behavior of reinforced concrete floor slabs,” Journal of Building Engineering, Vol.7, pp.1–11, 2016.
]11] Popovics. S, “A Numerical Approach to the Complete Stress-Strain Curve of Concrete,” Cement and Concrete Research, vol.3, No.5, pp. 583-599, 1973.
]12] Blarbi. A, zhang. L, and hsu. T, “constitutive laws of reinforced concrete membrane elements,” Eleventh Word Conference on Earthquake Engineering, 1996.
]13] Karlson. H, and Inc. S, “ABAQUS/Explicit User’s Manual, Version 6.9 ,” V I & II, 2000.
[14] Lubliner.J, “Plasticity Theory, ” University of California, Berkeley, 1989.
[15] Lee.J, and Feneves.G, “Plastic Damage Model for Cyclic Loading of Concrete Structures,” Structural Engineering, pp.892-900, 1998.
[16] Ghalenoie.M, and Shayanfar.M, “Behavioral study of stress-strain equations of uniaxial concrete, ” International Conference of Civil Engineering, 2003.