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目标内部结构负载对低频声散射影响分析

Analysis of the Influence of Target Internal Structural Load on Low-Frequency Acoustic Scattering

  • 摘要: 本文对具有内部结构负载的弹性壳体声散射特性进行研究。采用有限元耦合边界元的方法计算弹性球壳、短柱壳和Benchmark单层壳体这三种目标镶入内部铺板和加入结构负载前后的归一化散射形态函数和声目标强度,通过相同目标具有不同内部结构的90°入射收发合置条件下声散射特性,分析了内部铺板和结构负载对低频声散射特性的影响。研究表明,内部铺板与目标底部的高度越小,其对目标谐振散射特性的影响越小,随着高度的增加,目标低频谐振第一个峰值的频率向高频偏移;铺板上加设负载后,单负载长度不大于1kHz波长时,其对目标低频谐振散射特性的影响较小,在仿真建模中可以进行结构简化;声波90°入射收发合置条件下,对于多结构负载对低频声散射特性的影响可以等效为长度与多负载总长度相同的单结构负载产生的影响。

     

    Abstract: In this paper, the acoustic scattering characteristics of elastic shells subjected to internal structural loads are investigated. The normalized scattering morphology function and acoustic target strength of three elastic shell configurations—the spherical shell, the short cylindrical shell, and the Benchmark single-layer shell—were computed using the finite element–boundary element (FE-BE) coupled method, both before and after the addition of internal plating and structural loads. By comparing the monostatic (forward-incidence) and bistatic (broadside-incidence) acoustic scattering responses—including co-polarized and cross-polarized components—of identical targets with differing internal configurations, the influence of internal plating and structural loads on low-frequency acoustic scattering characteristics was analyzed. Results show that: (1) the lower the height of the internal deck relative to the bottom of the shell, the weaker its influence on the resonant scattering characteristics; conversely, as deck height increases, the frequency of the first low-frequency resonance peak shifts toward higher frequencies; (2) when the length of a single structural load does not exceed one wavelength at 1 kHz, its effect on the low-frequency resonant scattering characteristics is negligible after being mounted on the deck—thus permitting simplification of the structural model in numerical simulations; (3) under both forward- and broadside-incidence conditions, the effect of a multi-load configuration on low-frequency acoustic scattering can be effectively approximated by that of an equivalent single-load structure whose total length equals the summed lengths of all individual loads.

     

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