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ZHANG Lei, SUN Yang, ZHANG Jianmin, et al. Analysis of the influence of target internal structural load on low-frequency acoustic scatteringJ. Technical Acoustics, 2026, 45(4): 650-660. DOI: 10.16300/j.cnki.1000-3630.25022401
Citation: ZHANG Lei, SUN Yang, ZHANG Jianmin, et al. Analysis of the influence of target internal structural load on low-frequency acoustic scatteringJ. Technical Acoustics, 2026, 45(4): 650-660. DOI: 10.16300/j.cnki.1000-3630.25022401

Analysis of the influence of target internal structural load on low-frequency acoustic scattering

  • 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 acoustic scattering characteristics of targets with different internal structures under normal-incidence and monastatic conditions, the influence of internal components and structural loads on low-frequency acoustic scattering characteristics was analyzed. Research 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 1.5 m, 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 normal-incidence monastatic and monostatic 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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