[7] [7] ASIM Abbas,MOHAMMAD Adil,NAVEED Ahmad,et al.Behavior of reinforced concrete sandwiched panels(RCSPs) under blast load$$J$$.Engineering Structures,2019,181(FEB.15):476-490.

[8] [8] QU Yan-dong, LIU Wan-li, MUSA Gwarzo, et al.Parametric study of anti-explosion performance of reinforced concrete T-shaped beam strengthened with steel plates$$J$$.Construction and Building Materials,2017,156:692-707.

[9] [9] ZHU Zhao, LI Yuan, HE Shuan-hai, et al.Analysis of the failure mechanism of multi-beam steel-concrete composite bridge under car explosion$$J$$.Advances in Structural Engineering,2019,23(3):1-11.

[11] [11] MENG Ling-zhao, WANG Yong-hui, ZHAI Xi-mei.Modeling and dynamic response of curved steel-concrete-steel sandwich shells under blast loading$$J$$.International Journal of Steel Structures,2020,20(5):1663-1681.

[12] [12] WU Jun, ZHOU Yi-ming, ZHANG Rui, et al.Numerical simulation of reinforced concrete slab subjected to blast loading and the structural damage assessment$$J$$.Engineering Failure Analysis,2020,118:104926.

[13] [13] QU Yan-dong, LI Xin, KONG Xiang-qing, et al.Numerical simulation on dynamic behavior of reinforced concrete beam with initial cracks subjected to air blast loading$$J$$.Engineering Structures,2016,128:96-110.

[16] [16] CHAHMI Oucif, LUTHFI Muhammad Mauludin.Numerical modeling of high velocity impact applied to reinforced concrete panel-ScienceDirect$$J$$.Underground Space,2018,4(1):1-9.

[17] [17] LEE E L, TARVER C M.Phenomenological model of shock initiation in heterogeneous explosives$$J$$.Physics of Fluids,1980,23(12):2362-2372.

[18] [18] CODINA R, AMBROSINI D, de BORBóN F.Experimental and numerical study of a RC member under a close-in blast loading$$J$$.Engineering Structures,2016,127:145-158.

[20] [20] JOHNSON G R, COOK W H.A constitutive model and data for metals subjected to large strains,high strain rates and high temperatures$$J$$.Engineering Fracture Mechanics,1983,21:541-548.

[21] [21] HANTOUCHE E G, ABBOUD N H, MOROVAT M A, et al.Analysis of steel bolted double angle connections at elevated temperatures$$J$$.Fire Safety Journal,2016,83(Jul.):79-89.