Multilayer substructure integration calculation method for acoustic radiation of an underwater structure strictly coupled with a floating raft isolator system

IF 5.1 2区 工程技术 Q1 ENGINEERING, CIVIL
Marine Structures Pub Date : 2026-03-15 Epub Date: 2025-12-05 DOI:10.1016/j.marstruc.2025.103985
Yi-Ni Yang , Hao Wang , Ming-Song Zou , Ye Liu
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引用次数: 0

Abstract

This paper presents an efficient method to predict the acoustic radiation of arbitrary underwater structures with a multilayer floating raft isolator system. It breaks through in realizing the strict coupling between the floating raft isolator system, the main hull, and the water. The main structure is separate from the floating raft isolator system and the lower vibration isolator. The fluid-structure coupling effect is considered in the sono-elasticity analysis between the main structure and the water. Modal superposition and simple source boundary integral methods are employed for analyzing fluid-solid coupling vibration and underwater acoustic radiation of the main structure. The floating raft isolator system is modeled as a finite element model and solved by the modal superposition method. By introducing the modal strain energy method, the calculation of the variable damping ratio of different structures can be realized. The multi-degree of freedom mass-stiffness spring system models the upper vibration isolator, whereas the four-terminal parameter method establishes a vibration transmission model of the lower vibration isolator. The coupling between the main structure, floating raft isolator system, and lower vibration isolator is achieved by introducing the virtual mode at the connection boundary. Then, the coupled dynamic equation for the entire underwater structure is obtained. The influence of different excitation directions and isolator parameters on vibration isolation effect is analyzed, which has certain guiding significance for the design of floating raft isolation system. When any component within the floating raft isolator system is modified, only the mass and stiffness matrices of the component need to be re-imported to re-calculate the overall vibration and acoustic response without remodeling the entire structure. This paper discusses the basic principles, computation formulas, and the findings of several numerical examples of the proposed method.
严格耦合浮筏隔振系统水下结构声辐射的多层子结构积分计算方法
本文提出了一种利用多层浮筏隔振系统预测任意水下结构声辐射的有效方法。它的突破在于实现了浮筏隔振系统与主船体、水之间的严格耦合。主体结构分为浮筏隔振系统和下隔振系统。在主结构与水的声弹性分析中,考虑了流固耦合效应。采用模态叠加法和简单源边界积分法对主体结构的流固耦合振动和水声辐射进行了分析。将浮筏隔振系统建模为有限元模型,采用模态叠加法求解。通过引入模态应变能法,实现了不同结构变阻尼比的计算。多自由度质量-刚度弹簧系统建立了上部隔振器的模型,四端参数法建立了下部隔振器的振动传递模型。通过在连接边界处引入虚模态,实现了主结构、浮筏隔振系统和低振隔振器之间的耦合。然后,得到了整个水下结构的耦合动力方程。分析了不同激励方向和隔振器参数对隔振效果的影响,对浮筏隔振系统的设计具有一定的指导意义。当对浮筏隔振系统内的任何构件进行修改时,只需重新导入构件的质量矩阵和刚度矩阵,即可重新计算整体振动和声响应,无需对整个结构进行重构。本文讨论了该方法的基本原理、计算公式以及几个数值算例的结果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Marine Structures
Marine Structures 工程技术-工程:海洋
CiteScore
8.70
自引率
7.70%
发文量
157
审稿时长
6.4 months
期刊介绍: This journal aims to provide a medium for presentation and discussion of the latest developments in research, design, fabrication and in-service experience relating to marine structures, i.e., all structures of steel, concrete, light alloy or composite construction having an interface with the sea, including ships, fixed and mobile offshore platforms, submarine and submersibles, pipelines, subsea systems for shallow and deep ocean operations and coastal structures such as piers.
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