翟金柱 , 李秋秋 , 孔祥韶 , 等 . 波浪与水下爆炸气泡脉动载荷联合作用下船体梁的响应特性 [J ] . 中国舰船研究 , 2023 , 18 ( 1 ): 205 - 212 ,222.

ZHAI J Z , LI Q Q , KONG X S , et al. Response characteristics of hull girder under the combined action of wave and underwater explosion bubble pulsation load [J ] . Chinese Journal of Ship Research , 2023 , 18 ( 1 ): 205 - 212 , 222. (in Chinese)

王嘉捷 , 刘文韬 , 张梁 , 等 . 船用PVC夹芯板在近场水下爆炸作用下的吸能特性 [J ] . 舰船科学技术 , 2022 , 44 ( 22 ): 7 - 12 .

WANG J J , LIU W T , ZHANG L , et al. Energy absorption characteristics of marine PVC sandwich panel subjected to near-field underwater explosion [J ] . Chinese Journal of Ship Research , 2022 , 44 ( 22 ): 7 - 12 . (in Chinese)

武海军 , 成乐乐 , 陈文戈 , 等 . 典型舰船结构的水下爆炸耦合毁伤研究进展 [J ] . 北京理工大学学报 , 2023 , 43 ( 5 ): 439 - 459 .

WU H J , CHENG L L , CHEN W G , et al. Review on coupling damage effects of underwater explosion on typical ship structures [J ] . Transactions of Beijing Institute of Technology , 2023 , 43 ( 5 ): 439 - 459 . (in Chinese)

唐正鹏 , 李翔宇 . 多次水下爆炸对船体梁累积毁伤试验研究 [J ] . 水下无人系统学报 , 2022 , 30 ( 3 ): 364 - 370 .

TANG Z P , LI X Y . Experiments on cumulative damage to hull girders subjected to multiple underwater explosions [J ] . Journal of Unmanned Undersea Systema , 2022 , 30 ( 3 ): 364 - 370 . (in Chinese)

高涵 , 宋振伟 , 孔祥韶 , 等 . 加筋板结构参数对其抗水下爆炸能力的影响分析 [J/OL ] . 中国舰船研究 , 2023 ( 11 ): 1 - 16 [ 2023-11-03 ] . https://doi.org/10.19693/j.issn.1673-3185.03080 https://doi.org/10.19693/j.issn.1673-3185.03080 https://doi.org/10.19693/j.issn.1673-3185.03080.

GAO H , SONG Z W , KONG X S , et al. The influence of structural characteristics of stiffened plate on the resistance ability to underwater explosion [J/OL ] . Chinese Journal of Ship Research , 2023 ( 11 ): 1 - 16 [2023-11-03 ] . https://doi.org/10.19693/j.issn.1673-3185.03080 https://doi.org/10.19693/j.issn.1673-3185.03080 https://doi.org/10.19693/j.issn.1673-3185.03080. (in Chinese)

张轶凡 , 刘亮涛 , 王金相 , 等 . 水下爆炸冲击波和气泡载荷对典型圆柱壳结构的毁伤特性 [J ] . 兵工学报 , 2023 , 44 ( 2 ): 345 - 359 . DOI: 10.12382/bgxb.2021.0598 http://doi.org/10.12382/bgxb.2021.0598 为研究近场爆炸冲击波及气泡载荷对缩比后的鱼雷典型圆柱壳结构的毁伤特性,并探讨装药距离、装药方位等相关参数对圆柱壳结构变形特征及毁伤特性的影响规律,采用任意拉格朗日-欧拉算法对近场爆炸冲击波及气泡载荷对圆柱壳结构的毁伤特性进行了数值模拟分析。将壁面附近爆炸气泡演化过程的仿真结果和试验结果进行了对比,验证了数值模拟方法的有效性。利用该数值分析方法对多组不同装药距离和装药方位下的爆炸过程进行了研究,深入分析了冲击波、气泡脉动载荷及射流载荷等不同形式载荷对圆柱壳结构的毁伤作用机理。研究结果表明:冲击波对圆柱壳结构的毁伤效果受装药距离的影响较为明显,装药距离的增大会急剧削弱冲击波在圆柱壳上造成的破坏,而圆柱壳的方位改变对冲击波的毁伤作用影响较小;水射流载荷对圆柱壳结构产生的毁伤受方位因素的影响较为明显,当药包位于圆柱壳下方时圆柱壳迎爆面在气泡脉动及射流载荷联合作用下产生的塑性应变最大。

ZHANG Y F , LIU L T , WANG J X , et al. Damage characteristics of underwater explosion shock wave and bubble load on typical cylindrical shell structure [J ] . Acta Armamentarii , 2023 , 44 ( 2 ): 345 - 359 . (in Chinese) DOI: 10.12382/bgxb.2021.0598 http://doi.org/10.12382/bgxb.2021.0598 To investigate the damage characteristics of the near-field explosion shock wave load and bubble load on the typical cylindrical shell structure of a scaled-down torpedo, the ALE method was conducted and the effects of explosion distance and charge position on the deformation and damage characteristics of the cylindrical shell structure were explored. The validity of the numerical simulation method was verified by comparing it with the experimental results of the evolution process of the explosion bubble near the wall. The interaction between the explosion bubble and the cylindrical shell was studied under different explosion distances and charge positions, and the damage mechanism of different forms of load such the shock wave, bubble pulsation, and water jet on the cylindrical shell structure was analyzed in detail. The results showed that the damage effect of the shock wave on the cylindrical shell structure is strongly influenced by explosion distance; the increase of explosion distance sharply weakens the damage caused by the shock wave on the cylindrical shell, while the charge position of the cylindrical shell has a weaker effect on the damage of the shock wave; the damage to the cylindrical shell is significantly influenced by charge position; when the charge is arranged below the cylindrical shell, the shell generated the maximum plastic strain under the combined effects of bubble pulsation and water jet.

HUANG X , KONG X , HU J , et al. Failure modes of concrete gravity dam subjected to near-field underwater explosion: Centrifuge test and numerical simulation [J ] . Engineering Failure Analysis , 2022 , 137 : 106243 . DOI: 10.1016/j.engfailanal.2022.106243 http://doi.org/10.1016/j.engfailanal.2022.106243 https://linkinghub.elsevier.com/retrieve/pii/S1350630722002175 https://linkinghub.elsevier.com/retrieve/pii/S1350630722002175

王高辉 , 高政 , 卢文波 , 等 . 考虑初始应力的混凝土重力坝水下爆炸毁伤特性研究 [J ] . 振动与冲击 , 2022 , 41 ( 11 ): 133 - 140 .

WANG G H , GAO Z , LU W B , et al. Damage characteristics of underwater explosion of concrete gravity dam considering initial stress [J ] . Journal of Vibration and Shock , 2022 , 41 ( 11 ): 133 - 140 . (in Chinese)

苏玉肖 , 王高辉 . 上游坝坡对混凝土重力坝水下接触爆炸毁伤的影响 [J ] . 水利水电技术(中英文) , 2022 , 53 ( 5 ): 73 - 81 .

SU Y X , WANG G H . Influence of upstream dam slope on damage of concrete gravity dam from underwater contact explosion [J ] . Water Resources and Hydropower Engineering , 2022 , 53 ( 5 ): 73 - 81 . (in Chinese)

WANG G , SHU Y , LU W , et al. Damage prediction of concrete gravity dams subjected to penetration explosion [J ] . Engineering Failure Analysis , 2023 , 143 : 106855 . DOI: 10.1016/j.engfailanal.2022.106855 http://doi.org/10.1016/j.engfailanal.2022.106855 https://linkinghub.elsevier.com/retrieve/pii/S1350630722008226 https://linkinghub.elsevier.com/retrieve/pii/S1350630722008226

冯晓远 . 高桩码头水下爆炸缩比模型试验与毁伤模式研究 [D ] . 太原 : 中北大学 , 2022 .

FENG X Y . Study on underwater explosion shrinkage model test and damage mode of pile [D ] . Taiyuan : North University of China , 2022 . (in Chinese)

庄铁栓 , 王明洋 , 伍俊 , 等 . 浅水爆炸下高桩钢管柱表面作用荷载实验研究 [J ] . 振动与冲击 , 2020 , 39 ( 1 ): 70 - 78 .

ZHUANG T S , WANG M Y , WU J , et al. Tests for surface loading of high pile steel pipe column under shallow water explosion [J ] . Journal of Vibration and Shok , 2020 , 39 ( 1 ): 70 - 78 . (in Chinese)

庄铁栓 , 伍俊 , 许文轩 , 等 . 水中爆炸冲击波在高桩圆柱结构上的分布规律试验研究 [J ] . 中国测试 , 2018 , 44 ( 10 ): 60 - 66 .

ZHUANG T S , WU J , XU W X , et al. Experimental investigation of distributing rule on high column stake for shock wave in underwater explosion [J ] . China Measurement & Test , 2018 , 44 ( 10 ): 60 - 66 . (in Chinese)

闫秋实 , 张志杰 , 王丕光 , 等 . 水下爆炸荷载作用下圆柱结构反射压力解析计算方法研究 [J ] . 工程力学 , 2022 , 39 ( 7 ): 247 - 256 .

YAN Q S , ZHANG Z J , WANG P G , et al. Research on analytical method of circular cylindrical scattered wave pressure subjected to underground explosion [J ] . Engineering Mechanics , 2022 , 39 ( 7 ): 247 - 256 . (in Chinese)

闫秋实 , 吕辰旭 , 李述涛 . 圆墩爆炸易损性分析 [J ] . 北京工业大学学报 , 2021 , 47 ( 4 ): 394 - 402 .

YAN Q S , LÜ C X , LI S T . Vulnerability analysis of circular section pier under explosion Load [J ] . Journal of Beijing University of Technology , 2021 , 47 ( 4 ): 394 - 402 . (in Chinese)

ZHUANG T S , WANG M Y , WU J , et al. Experimental investigation on dynamic response and damage models of circular RC columns subjected to underwater explosions [J ] . Defence Technology , 2020 , 16 ( 4 ): 856 - 875 . DOI: 10.1016/j.dt.2019.10.015 http://doi.org/10.1016/j.dt.2019.10.015 Reinforced concrete (RC) columns are widely used as supporting structures for high-piled wharfs. The study of damage model of a RC column due to underwater explosion is a critical issue to assess the wharf's antiknock security. In this study, the dynamic response and damage model of circular RC columns subjected to underwater explosions were investigated by means of scaled-down experiment models. Experiments were carried out in a 10.0 m diameter tank with the water depth of 2.25 m, under different explosive quantities (0.025 kg–1.6 kg), stand-off distances (0.0 m–7.0 m), and detonation depths (0.25 m–2.0 m). The shock wave load and dynamic response of experiment models were measured by configuring sensors of pressure, acceleration, strain, and displacement. Then, the load distribution characteristics, time history of test data, and damage models related to present conditions were obtained and discussed. Three damage models, including bending failure, bending-shear failure and punching failure, were identified. In addition, the experience model of shock wave loads on the surface of a RC column was proposed for engineering application. © 2019 The Authors

中国建筑科学研究院 . 混凝土结构设计规范:GB50010—2010 [S ] . 北京 : 中国建筑科学研究院 , 2016 .

China Academy of Building Research . Design code for concrete structure: GB50010—2010 [S ] . Beijing : China Architecture & Building Press , 2016 . (in Chinese)