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Wall effect of underwater explosion load based on wave motion theories

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Abstract

Owing to the existence of the flow field boundary, the shock wave load near the boundary is different from the free field shock wave load. In the present paper, the hull plate load subjected to underwater shock wave is investigated based on wave motion theories; in addition, the experimental study of the hull plate load is carried out. According to the theoretical analysis of the hull plate pressure, we find that the hull plate pressure oscillates repeatedly and decays rapidly with time passing, the maximum hull plate pressure is 2/(1+n) times the maximum free field pressure, where n is the ratio of impedance, and the impulse is much smaller than the free field impulse. Compared with the experimental study, the theoretical results agree well with the experimental data.

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Correspondence to Xiong-liang Yao  (姚熊亮).

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This work was financially supported by the National Natural Science Foundation of China (Grant Nos. 51279038 and 51109042), and the Natural Science Foundation of Heilongjiang Province of China (Grant No. E201124).

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Xiao, W., Yao, Xl. & Guo, J. Wall effect of underwater explosion load based on wave motion theories. China Ocean Eng 28, 587–598 (2014). https://doi.org/10.1007/s13344-014-0047-y

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  • DOI: https://doi.org/10.1007/s13344-014-0047-y

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