Volume 40 Issue 11
Nov.  2020
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LIU Jinghan, TANG Ting, WEI Zhuobin, LI Lingfeng. Experimental research in damage effects of high-piled wharf under underwater explosion[J]. Explosion And Shock Waves, 2020, 40(11): 111408. doi: 10.11883/bzycj-2019-0467
Citation: LIU Jinghan, TANG Ting, WEI Zhuobin, LI Lingfeng. Experimental research in damage effects of high-piled wharf under underwater explosion[J]. Explosion And Shock Waves, 2020, 40(11): 111408. doi: 10.11883/bzycj-2019-0467

Experimental research in damage effects of high-piled wharf under underwater explosion

doi: 10.11883/bzycj-2019-0467
  • Received Date: 2019-12-13
  • Rev Recd Date: 2020-02-12
  • Publish Date: 2020-11-05
  • In order to study the failure mode and damage mechanism of a high-piled wharf subjected to underwater explosion, the experimental study on two models of the high-piled wharf under different explosive positions was conducted. The data collection and analysis for underwater loads and damage phenomenon of wharf models were recorded. The influence of explosive position on the damage effect and damage mechanism of high-piled wharf was analyzed. The results show the followings: The wharf is subjected to two times of loads under underwater explosive, which are the shock wave load composed of initial shock wave and underwater reflected wave, and bubble pulse load. The main damaged parts of the high-piled wharf are the middle and top of the piles, panel, longitudinal beams and the connection of the panel and beams. The explosive position directly affects the damage form of the wharf. Reducing the distance between the explosive and pile will increase the damage of the pile. When the explosive is located under the panel, the beams and panel of the high-piled wharf is seriously damaged.
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  • [1]
    高勇军, 王伟策, 陈小波, 等. 浅层水中爆炸冲击波压力的测试与分析 [J]. 爆破, 1999(1): 9–13. DOI: CNKI:SUN:BOPO.0.1999-01-002.

    GAO Y J, WANG W C, CHEN X B, et al. Testing and analysis on shock wave pressure generated by explosion under shallow water [J]. Blasting, 1999(1): 9–13. DOI: CNKI:SUN:BOPO.0.1999-01-002.
    [2]
    顾文彬, 叶序双, 张朋祥, 等. 浅层水中爆炸水底影响的试验研究 [J]. 解放军理工大学学报(自然科学版), 2001, 2(2): 55–58. DOI: 10.3969/j.issn.1009-3443.2001.02.013.

    GU W B, YE X S, ZHANG P X, et al. Experimental studies of bottom influence in shallow-layer water explosion [J]. Journal of PLA University of Science and Technology (Natural Science Edition), 2001, 2(2): 55–58. DOI: 10.3969/j.issn.1009-3443.2001.02.013.
    [3]
    顾文彬, 孙百连, 阳天海, 等. 浅层水中沉底爆炸冲击波相互作用数值模拟 [J]. 解放军理工大学学报(自然科学版), 2003, 4(6): 64–68. DOI: 10.7666/j.issn.1009-3443.20030615.

    GU W B, SUN B L, YANG T H, et al. Numerical simulation of explosive shockwave interaction in shallow-layer water [J]. Journal of PLA University of Science and Technology (Natural Science Edition), 2003, 4(6): 64–68. DOI: 10.7666/j.issn.1009-3443.20030615.
    [4]
    WARDLAW A B, LUTON J A. Fluid-structure interaction mechanisms for close-in explosions [J]. Shock & Vibration, 2015, 7(5): 265–275. DOI: 10.1155/2000/141934.
    [5]
    张阿漫, 姚熊亮. 复杂边界附近气泡的动态特性研究 [J]. 力学季刊, 2008, 29(1): 24–32.

    ZHANG A M, YAO X L. Dynamic of bubble near complex boundary [J]. Chinese Quarterly of Mechanics, 2008, 29(1): 24–32.
    [6]
    朱锡, 白雪飞, 黄若波, 等. 船体板架在水下接触爆炸作用下的破口试验 [J]. 中国造船, 2003, 44(1): 46–52. DOI: CNKI:SUN:ZGZC.0.2003-01-007.

    ZHU X, BAI X F, HUANG R B, et al. Crevasse experiment research of plate membrance in vessels subjected to underwater contact explosion [J]. Shipbuilding of China, 2003, 44(1): 46–52. DOI: CNKI:SUN:ZGZC.0.2003-01-007.
    [7]
    朱锡, 张振华, 刘润泉, 等. 水面舰艇舷侧防雷舱结构模型抗爆试验研究 [J]. 爆炸与冲击, 2004, 24(2): 133–139.

    ZHU X, ZHANG Z H, LIU R Q, et al. Experimental study on the explosion resistance of cabin near shipboard of surface warship subjected to underwater contact explosion [J]. Explosion and Shock Waves, 2004, 24(2): 133–139.
    [8]
    李海涛, 朱锡, 张振华. 船体梁在近距爆炸冲击波作用下动态响应的相似律研究 [J]. 振动与冲击, 2010, 29(9): 28–32. DOI: CNKI:SUN:ZDCJ.0.2010-09-008.

    LI H T, ZHU X, ZHANG Z H. Similarity law of dynamic response of hull girder subjected to underwater explosion in near field [J]. Journal of Vibration and Shock, 2010, 29(9): 28–32. DOI: CNKI:SUN:ZDCJ.0.2010-09-008.
    [9]
    李海涛, 张永坤, 张振海. 近场水下爆炸作用下箱形梁整体损伤特性研究 [J]. 兵工学报, 2012, 33(5): 611–616.

    LI H T, ZHANG Y K, ZHANG Z H. Damage characteristics of box-like beam as a bulk subjected to underwater explosion in near-field [J]. Acta Armamentarii, 2012, 33(5): 611–616.
    [10]
    黄晓明, 朱锡, 牟金磊, 等. 圆柱壳在水下爆炸作用下鞭状响应试验研究 [J]. 哈尔滨工程大学学报, 2010, 31(10): 1278–1285. DOI: 10.3969/j.issn.1006-7043.2010.10.002.

    HUANG X M, ZHU X, MU J L, et al. Study on whipping response of a stiffened cylindrical shell in an underwater explosion [J]. Journal of Harbin Engineering University, 2010, 31(10): 1278–1285. DOI: 10.3969/j.issn.1006-7043.2010.10.002.
    [11]
    刘美山, 吴新霞, 张恒伟. 混凝土水下爆破炸药单耗试验分析 [J]. 爆破, 2007, 24(1): 10–13. DOI: 10.3963/j.issn.1001-487X.2007.01.003.

    LIU M S, WU X X, ZHANG H W. Experimental analysis on specific charge of underwater explosion of concrete [J]. Blasting, 2007, 24(1): 10–13. DOI: 10.3963/j.issn.1001-487X.2007.01.003.
    [12]
    李裕春, 程克明, 沈蔚, 等. 水中冲击波对混凝土结构破坏的实验研究 [J]. 材料工程, 2010, 16(1): 1–5. DOI: 10.3969/j.issn.1001-4381.2008.12.005.

    LI Y C, CHENG K P, CHEN W, et al. Damage analysis of concrete structure by underwater shock [J]. Engineering of Material, 2010, 16(1): 1–5. DOI: 10.3969/j.issn.1001-4381.2008.12.005.
    [13]
    李建阳, 李永池, 高光发, 等. 混凝土水下径向不耦合爆破特性研究 [J]. 工程爆破, 2010, 16(1): 1–5. DOI: 10.3969/j.issn.1006-7051.2010.01.001.

    LI J Y, LI Y C, GAO G F, et al. Study on blasting characteristics of underwater concrete with decoupling charge [J]. Engineering Blasting, 2010, 16(1): 1–5. DOI: 10.3969/j.issn.1006-7051.2010.01.001.
    [14]
    董琪, 韦灼彬, 唐廷,等. 水下爆炸对沉箱重力式码头毁伤效应 [J]. 爆炸与冲击, 2019, 39(6): 065101. DOI: 10.11883/bzycj-2018-0090.

    DONG Q, WEI Z B, TANG T, et al. Damage effects of caisson gravity wharf under underwater explosion [J]. Explosion and Shock Waves, 2019, 39(6): 065101. DOI: 10.11883/bzycj-2018-0090.
    [15]
    李凌锋, 韦灼彬, 唐廷, 等. 爆炸荷载下沉箱重力式码头模型毁伤效应 [J]. 爆炸与冲击, 2019, 39(1): 012202. DOI: 10.11883/bzycj-2017-0406.

    LI L F, WEI Z B, TANG T, et al. Damage effects of the caisson gravity wharf model subjected to explosion [J]. Explosion and Shock Waves, 2019, 39(1): 012202. DOI: 10.11883/bzycj-2017-0406.
    [16]
    韦灼彬. 钢筋混凝土桩基梁板码头爆炸毁伤及抢修技术研究[D]. 天津: 天津大学, 2005: 8-68. DOI: 10.7666/d.y850662.
    [17]
    闫秋实, 宁素瑜, 杜修力, 等. 水中近场爆炸作用下钢筋混凝土桩毁伤效应研究 [J]. 北京工业大学学报, 2019, 45(2): 55–61. DOI: 10.11936/bjutxb2017110011.

    YAN Q S, NING S Y, DU X L, et al. Damage effect for a typical reinforced concrete pile under the near field explosion in water [J]. Journal of Beijing University of Technology, 2019, 45(2): 55–61. DOI: 10.11936/bjutxb2017110011.
    [18]
    RAJENDRAN R, NARASIMHAN K. Deformation and fracture behaviour of plate specimens subjected to underwater explosion: a review [J]. International Journal of Impact Engineering, 2006, 32(12): 1945–1963. DOI: 10.1016/j.ijimpeng.2005.05.013.
    [19]
    COLE R H. Underwater explosions[M]. Princeton: Princeton University Press, 1948: 118-127.
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