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复合壳体抗水下爆炸作用机理研究 被引量:1
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作者 周方毅 张可玉 +1 位作者 陈晓强 詹发民 《爆破》 CSCD 2006年第2期90-92,121,共4页
结合应力波在介质界面的反射透射机理以及应力波的衰减规律对复合壳体抗水下爆炸冲击作用进行了研究,找出了影响应力波衰减的显著因子,并提出了“匹配系数”的概念,为设计具有最佳防护效果的复合壳体提供了理论依据。
关键词 复合壳体 水下爆炸作用 应力波 匹配系数
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水下爆炸-波浪联合作用下悬浮隧道响应分析 被引量:5
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作者 罗刚 郭正儒 +2 位作者 张玉龙 任毅 潘少康 《振动与冲击》 EI CSCD 北大核心 2022年第6期256-264,288,共10页
为了研究水下爆炸-波浪联合作用下悬浮隧道(SFT)结构的动力响应,运用三阶Stokes波浪方程和Morison方程计算波浪力,基于D’Alembert原理建立运动微分方程,通过Galerkin法和Runge-Kutta法对其进行求解,并对所建立的荷载模型和联合模型进... 为了研究水下爆炸-波浪联合作用下悬浮隧道(SFT)结构的动力响应,运用三阶Stokes波浪方程和Morison方程计算波浪力,基于D’Alembert原理建立运动微分方程,通过Galerkin法和Runge-Kutta法对其进行求解,并对所建立的荷载模型和联合模型进行验证,最后对不同荷载形式、波浪参数、爆炸参数等影响因素进行对比分析。结果表明:水下爆炸-波浪联合作用对悬浮隧道系统的动力响应影响显著,基于数值计算结果,随着波高和惯性力系数C_(M)的增大,管体跨中最大位移呈增长趋势,随着周期、埋置深度和拖拽力系数C_(D)增大,管体跨中最大位移呈衰减趋势。其次,比例距离与管体跨中最大位移呈幂指数关系变化,比例距离越大结构跨中位移越小。再者,爆炸冲击波压力峰值P_(m)还受到Cole公式中相似系数K_(0)、α影响,通过对相似系数K_(0)、α研究发现:相似系数K_(0)对系统位移响应影响较小,α对系统位移响应影响显著,随着α增大,系统响应趋于稳定。 展开更多
关键词 悬浮隧道(SFT) 水下爆炸-波浪联合作用 响应分析 波浪参数 爆炸参数
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Dynamic Adaptive Finite Element Analysis of Acoustic Wave Propagation Due to Underwater Explosion for Fluid-structure Interaction Problems 被引量:4
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作者 Seyed Shahab Emamzadeh Mohammad Taghi Ahmadi +1 位作者 Soheil Mohammadi Masoud Biglarkhani 《Journal of Marine Science and Application》 CSCD 2015年第3期302-315,共14页
In this paper, an investigation into the propagation of far field explosion waves in water and their effects on nearby structures are carried out. For the far field structure, the motion of the fluid surrounding the s... In this paper, an investigation into the propagation of far field explosion waves in water and their effects on nearby structures are carried out. For the far field structure, the motion of the fluid surrounding the structure may be assumed small, allowing linearization of the governing fluid equations. A complete analysis of the problem must involve simultaneous solution of the dynamic response of the structure and the propagation of explosion wave in the surrounding fluid. In this study, a dynamic adaptive finite element procedure is proposed. Its application to the solution of a 2D fluid-structure interaction is investigated in the time domain. The research includes:a) calculation of the far-field scatter wave due to underwater explosion including solution of the time-depended acoustic wave equation, b) fluid-structure interaction analysis using coupled Euler-Lagrangian approach, and c) adaptive finite element procedures employing error estimates, and re-meshing. The temporal mesh adaptation is achieved by local regeneration of the grid using a time-dependent error indicator based on curvature of pressure function. As a result, the overall response is better predicted by a moving mesh than an equivalent uniform mesh. In addition, the cost of computation for large problems is reduced while the accuracy is improved. 展开更多
关键词 adaptive mesh fluid-structure interaction acoustic wave finite element analysis underwater explosion
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