• BLASTING
  • Vol. 38, Issue 2, 175 (2021)
ZHOU Hong-yuan1,2,*, ZHANG Xue-jian1, WANG Xiao-juan1, and ZHOU Hou-zhan1
Author Affiliations
  • 1[in Chinese]
  • 2[in Chinese]
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    DOI: 10.3963/j.issn.1001-487x.2021.02.026 Cite this Article
    ZHOU Hong-yuan, ZHANG Xue-jian, WANG Xiao-juan, ZHOU Hou-zhan. Anti-blast Performance of Cladding on Bridge Pier under Explosive Loading[J]. BLASTING, 2021, 38(2): 175 Copy Citation Text show less
    References

    [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] 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] 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] 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] 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] 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] 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.

    ZHOU Hong-yuan, ZHANG Xue-jian, WANG Xiao-juan, ZHOU Hou-zhan. Anti-blast Performance of Cladding on Bridge Pier under Explosive Loading[J]. BLASTING, 2021, 38(2): 175
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