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GE L . Dynamics of underwater shock wave interacting with complex material interfaces [D ] . Harbin : Harbin Engineering University , 2021 . (in Chinese)

王平平 , 张阿漫 , 彭玉祥 , 等 . 近场水下爆炸瞬态强非线性流固耦合无网格数值模拟研究 [J ] . 力学学报 , 2022 , 54 ( 8 ): 2194 - 2209 .

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尹群 , 徐成悦 , 沈中祥 , 等 . 水下接触爆炸载荷作用下舰船多舱防护结构毁伤效应研究 [J ] . 舰船科学技术 , 2022 , 44 ( 15 ): 1 - 5 .

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陈前伟 . 接触爆炸作用下框架-剪力墙结构立柱的毁伤效应研究 [D ] . 武汉 : 江汉大学 , 2022 .

CHEN Q W . Study on damage effect of column in frame shear wall structure under contact explosion [D ] . Wuhan : Jianghan University , 2022 . (in Chinese)

欧阳雪娟 . 水下接触爆炸载荷作用下舰船防护结构模型仿真 [J ] . 舰船科学技术 , 2021 , 43 ( 14 ): 4 - 6 .

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唐廷 , 朱锡 , 韦灼彬 , 等 . 水下爆炸冲击波作用下空气背衬平板的运动 [J ] . 兵工学报 , 2012 , 33 ( 7 ): 831 - 835 . 运用一维平面波理论，得到了空气背衬平板对水下爆炸冲击波响应的波动理论公式。通过比较波动理论公式与Taylor公式的计算结果，表明二者在平板波阻抗远大于水介质时具有很好的一致性。但是当平板的弹性模量和密度减小时，Taylor公式的误差增大，而波动理论公式则仍具有很好的精确性。相同质量的平板在相同的水下爆炸冲击波作用下的最大速度与平板的弹性模量和密度成反比，而不同厚度的钢板对相同水下爆炸冲击波响应的计算结果表明，平板的厚度与最大速度成反比，但增加平板厚度并不能达到很好的隔振效果。

TANG T , ZHU X , WEI Z B , et al. Movement of air backed plane plates subjected to shock wave of underwater explosion [J ] . Acta Armamentarii , 2012 , 33 ( 7 ): 831 - 835 . (in Chinese) The wave theoretical formulae about the response of air backed plane plate to the shock wave of underwater explosion were got by applying one dimension plane wave theory. By comparing the wave theory formulae with the Taylor formula, it shows that two results are coincident when the impedance of plate is far higher than that of water. As the elastic modulus and density of plate decrease, the error of Taylor formula increases, but the wave theoretical formulas are still accurate. If the mass of plate and the shock wave of underwater explosion are fixed, the maximum velocity of plate is inversely proportional to the elastic modulus and density of plate. By comparing the responses of plates with different thicknesses to the same shock wave of underwater explosion, it is shown that the maximum velocity of plate is inversely proportional to the thickness of plate, but a good vibration isolation effect can be reached by increasing the thickness of plate.

代利辉 , 吴成 , 安丰江 . 水下爆炸载荷下固支方板的动态毁伤模式 [J ] . 兵工学报 , 2020 , 41 ( 增刊2 ): 111 - 119 .

DAI L H , WU C , AN F J . Dynamic damage mode of clamped square plates subjected to underwater explosive loading [J ] . Acta Armamentarii , 2020 , 41 ( S2 ): 111 - 119 . (in Chinese)

李海涛 , 朱石坚 , 陈志坚 , 等 . 全入射角度下平板冲击波的壁压载荷及局部空化特性 [J ] . 爆炸与冲击 , 2014 , 34 ( 3 ): 354 - 360 .

LI H T , ZHU S J , CHEN Z J , et al. Characteristics of wall pressure and cavitation on the plate subjected to underwater explosion shockwaves at any angle of incidence [J ] . Explosion and Shock Waves , 2014 , 34 ( 3 ): 354 - 360 . (in Chinese)

KAMBOUCHEV N , NOELS L , RADOVITZKY R . Nonlinear compressibility effects in fluid-structure interaction and their implications on the air-blast loading of structures [J ] . Journal of Applied Physics , 2006 , 100 ( 6 ): 063519 . DOI: 10.1063/1.2349483 http://doi.org/10.1063/1.2349483 https://pubs.aip.org/jap/article/100/6/063519/370264/Nonlinear-compressibility-effects-in-fluid https://pubs.aip.org/jap/article/100/6/063519/370264/Nonlinear-compressibility-effects-in-fluid The impulse imparted by a blast wave to a freestanding solid plate is studied analytically and numerically focusing on the case in which nonlinear compressibility effects in the fluid are important, as is the case for explosions in air. The analysis furnishes, in effect, an extension of Taylor’s pioneering contribution to the understanding of the influence of fluid-structure interaction (FSI) on the blast loading of structures [The Scientific Papers of Sir Geoffrey Ingram Taylor, edited by G. K. Batchelor (Cambridge University Press, Cambridge, 1963), Vol. III, pp. 287–303] to the nonlinear range. The limiting cases of extremely heavy and extremely light plates are explored analytically for arbitrary blast intensity, from where it is concluded that a modified nondimensional parameter representing the mass of compressed fluid relative to the mass of the plate governs the FSI. The intermediate asymptotic FSI regime is studied using a numerical method based on a Lagrangian formulation of the Euler equations of compressible flow and conventional shock-capturing techniques. Based on the analytical and numerical results, an approximate formula describing the entire range of relevant FSI conditions is proposed. The main conclusion of this work is that nonlinear fluid compressibility further enhances the beneficial effects of FSI in reducing the impulse transmitted to the structure. More specifically, it is found that transmitted impulse reductions due to FSI when compared to those obtained ignoring FSI effects are more significant than in the acoustic limit. This result can be advantageously exploited in the design and optimization of structures with increased blast resistance.

KAMBOUCHEV N , RADOVITZKY R , NOELS L . Fluid-structure interaction effects in the dynamic response of free-standing plates to uniform shock loading [J ] . Journal of Applied Mechanics , 2007 , 74 ( 5 ): 1042 - 1045 . DOI: 10.1115/1.2712230 http://doi.org/10.1115/1.2712230 https://asmedigitalcollection.asme.org/appliedmechanics/article/74/5/1042/470962/Fluid-Structure-Interaction-Effects-in-the-Dynamic https://asmedigitalcollection.asme.org/appliedmechanics/article/74/5/1042/470962/Fluid-Structure-Interaction-Effects-in-the-Dynamic The problem of uniform shocks interacting with free-standing plates is studied analytically and numerically for arbitrary shock intensity and plate mass. The analysis is of interest in the design and interpretation of fluid–structure interaction (FSI) experiments in shock tubes. In contrast to previous work corresponding to the case of incident blast profiles of exponential distribution, all asymptotic limits obtained here are exact. The contributions include the extension of Taylor’s FSI analysis for acoustic waves, the exact analysis of the asymptotic limits of very heavy and very light plates for arbitrary shock intensity, and a general formula for the transmitted impulse in the intermediate plate mass range. One of the implications is that the impulse transmitted to the plate can be expressed univocally in terms of a single nondimensional compressible FSI parameter.

GHOSHAL R , MITRA N . Non-contact near-field underwater explosion induced shock-wave loading of submerged rigid structures: nonlinear compressibility effects in fluid structure interaction [J ] . Journal of Applied Physics , 2012 , 112 ( 2 ): 024911 . DOI: 10.1063/1.4737778 http://doi.org/10.1063/1.4737778 https://pubs.aip.org/aip/jap/article/993179 https://pubs.aip.org/aip/jap/article/993179

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刘聪 , 张世联 , 武少波 . 加强筋流固耦合效应对板架结构爆炸毁伤特性影响分析 [J ] . 振动与冲击 , 2020 , 39 ( 22 ): 207 - 213 .

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张梁 . 水下接触爆炸对舰船舷侧多层防护结构毁伤机理研究 [D ] . 哈尔滨 : 哈尔滨工程大学 , 2020 .

ZHANG L . Research on the damage mechanism of multicamerate defense structure on warship broadside subject to underwater contact explosion [D ] . Harbin : Harbin Engineering University , 2020 . (in Chinese)

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