[1] [1] THIAGARAJAN G, KADAMBI A V, ROBERT S, et al.Experimental and finite element analysis of doubly reinforced concrete slabs subjected to blast loads[J].Journal of Bridge Engineering, 2010, 16:63-71.

[3] [3] JIANG X, KOLSTEIN M H, BIJLAARD F S K.Experimental and numerical study on mechanical behavior of an adhesively-bonded joint of FRP-steel composite bridge under shear loading[J].Composite Structures, 2014, 108:387-399.

[4] [4] HAN L H, HUANG H, ZHAO X L.Analytical behaviour of concrete-filled double skin steel tubular(CFDST) beam-columns under cyclic loading[J].Thin-walled Structures, 2009, 47(6):668-680.

[6] [6] ZHU F, ZHAO L M, LU G X, et al.Structural response and energy absorption of sandwich panels with an aluminum foam core under blast loading[J].Advanced Engineering Materials, 2008, 11:525 536.

[7] [7] FOGLAR M, KOVAR M.Conclusions from experimental testing of blast resistance of FRC and RC bridge decks[J].International Journal of Impact Engineering, 2013, 59:18-28.

[8] [8] LIU L, ZONG Z, TANG B, et al.Damage assessment of an RC pier under noncontact blast loading based on P-I curves[J].Shock and Vibration, 2018, Article ID 9204036:1-12.

[12] [12] ZHOU H Y, ZHANG X J, WANG X J.et al.Response of aluminum honeycombs filled with foam concrete subjected to quasi-static and dynamic compression[J].Composite Structures, 2020, 239:1-11.