水下爆炸作用下弹塑性船体梁整体运动模型及损伤特性

李海涛, 张振华, 牟金磊, 刘丽滨

李海涛, 张振华, 牟金磊, 刘丽滨. 水下爆炸作用下弹塑性船体梁整体运动模型及损伤特性[J]. 工程力学, 2019, 36(1): 238-247,256. DOI: 10.6052/j.issn.1000-4750.2017.10.0779
引用本文: 李海涛, 张振华, 牟金磊, 刘丽滨. 水下爆炸作用下弹塑性船体梁整体运动模型及损伤特性[J]. 工程力学, 2019, 36(1): 238-247,256. DOI: 10.6052/j.issn.1000-4750.2017.10.0779
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LI Hai-tao, ZHANG Zhen-hua, MOU Jin-lei, LIU Li-bin. HYDRO-ELASTIC-PLASTIC DYNAMIC RESPONSE OF A SHIP HULL GIRDER SUBJECTED TO UNDERWATER EXPLOSION: A SIMPLIFIED THEORETICAL MODEL[J]. Engineering Mechanics, 2019, 36(1): 238-247,256. DOI: 10.6052/j.issn.1000-4750.2017.10.0779
Citation: LI Hai-tao, ZHANG Zhen-hua, MOU Jin-lei, LIU Li-bin. HYDRO-ELASTIC-PLASTIC DYNAMIC RESPONSE OF A SHIP HULL GIRDER SUBJECTED TO UNDERWATER EXPLOSION: A SIMPLIFIED THEORETICAL MODEL[J]. Engineering Mechanics, 2019, 36(1): 238-247,256. DOI: 10.6052/j.issn.1000-4750.2017.10.0779
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水下爆炸作用下弹塑性船体梁整体运动模型及损伤特性

  • 海军工程大学舰船与海洋学院, 湖北, 武汉 430033

基金项目: 国家自然科学基金项目（51679244）
详细信息
    作者简介:

    张振华(1976-),男,湖北武汉人,副教授,博士后,从事船舶抗爆抗冲击防护技术研究(E-mail:2zsz@163.com);牟金磊(1980-),男,山东寿光人,讲师,博士,从事船舶抗爆抗冲击技术研究(E-mail:mjl1007@163.com);刘丽滨(1993-),男,山东滨州人,硕士生,从事船舶抗爆抗冲击实验技术研究(E-mail:hit_llbin@163.com).

    通讯作者:

    李海涛(1979-),男,湖北武汉人,副教授,博士,从事船舶抗爆抗冲击理论及实验技术研究(E-mail:navy_lht@163.com).

  • 中图分类号: O383;U661.72

HYDRO-ELASTIC-PLASTIC DYNAMIC RESPONSE OF A SHIP HULL GIRDER SUBJECTED TO UNDERWATER EXPLOSION: A SIMPLIFIED THEORETICAL MODEL

  • College of Naval Architecture and Ocean Engineering, Naval University of Engineering, Wuhan, Hubei 430033, China

摘要

    摘要
  • 摘要: 针对水下爆炸作用下舰船整体运动响应的理论预报问题，将船体结构简化为等截面直梁，以炸药在船体梁中部正下方爆炸工况为研究对象，将水下爆炸载荷压力曲线划分为5个典型阶段，建立了冲击波和气泡联合作用下船体梁整体运动的简化理论模型，分别研究了船体梁全弹性和弹塑性运动模式，特别分析了梁进入塑性运动后反复加载、卸载的响应过程，最后结合船体梁模型水下爆炸实验结果对该理论方法进行了验证，同时对比分析了爆距、梁长等参数变化对梁整体运动响应的一般影响特性。研究表明：所建立的水下爆炸作用下船体梁整体运动响应理论模型能够反映船体梁发生整体弹性和塑性运动时的响应特征；当水下爆炸近距发生于梁中部正下方，且爆炸气泡第一次脉动频率与梁一阶湿频率相近时，船体梁更容易发生整体中垂损伤。
    Abstract: A simplified theoretical model to predict the dynamic response of a warship's hull girder subjected to underwater explosion is investigated and presented. In the model, the hull girder is simplified as a uniform ship-like beam and TNT charge is located under the mid-span of the beam. The pressure curve of explosion load is divided into five stages, and the pressure distribution functions are deduced from the wall-pressure characteristics of shock waves and following bubble oscillations. The characteristics of the beam's pure elastic and elastic-plastic motion are analyzed, including the process of loading and unloading repeatedly in plastic deformation, and the influence of variable parameters, such as stand-off and beam's length. Finally, a ship-like beam was used in the experiment to verify the method. The results show that the experimental data basically agrees with those of theoretical analysis. The theoretical method can reasonably capture the essential motion features, such as response cycle and deformation amplitude. When the underwater non-contact explosion occurs closely below the hull girder's center, and the first pulse frequency of the bubble is equivalent to the first-order natural wet frequency of the girder, sagging damage will occur easily.
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    • 参考文献(22)
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出版历程
  • 收稿日期:  2017-10-15
  • 修回日期:  2018-03-05
  • 刊出日期:  2019-01-28

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