Wall Effect of Underwater Explosion Load Based on Wave Motion Theories
Owing to the existence of the flow field boundary, the shock wave load near the boundary is different from the freefield shock wave load. In the present paper, the hull plate load subjected to underwater shock wave is investigated based onwave motion theories; in addition, the experimental study of...
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Published in | China ocean engineering Vol. 28; no. 5; pp. 587 - 598 |
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Main Author | |
Format | Journal Article |
Language | English |
Published |
Heidelberg
Chinese Ocean Engineering Society
01.10.2014
College of Shipbuilding Engineering, Harbin Engineering University, Harbin 150001, China |
Subjects | |
Online Access | Get full text |
ISSN | 0890-5487 2191-8945 |
DOI | 10.1007/s13344-014-0047-y |
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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 freefield shock wave load. In the present paper, the hull plate load subjected to underwater shock wave is investigated based onwave motion theories; in addition, the experimental study of the hull plate load is carried out. According to the theoreticalanalysis of the hull plate pressure, we find that the hull plate pressure oscillates repeatedly and decays rapidly with timepassing, the maximum hull plate pressure is 2/(1+n) times the maximum free field pressure, where n is the ratio ofimpedance, and the impulse is much smaller than the free field impulse. Compared with the experimental study, thetheoretical results agree well with the experimental data. |
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AbstractList | 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. 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. Owing to the existence of the flow field boundary, the shock wave load near the boundary is different from the freefield shock wave load. In the present paper, the hull plate load subjected to underwater shock wave is investigated based onwave motion theories; in addition, the experimental study of the hull plate load is carried out. According to the theoreticalanalysis of the hull plate pressure, we find that the hull plate pressure oscillates repeatedly and decays rapidly with timepassing, the maximum hull plate pressure is 2/(1+n) times the maximum free field pressure, where n is the ratio ofimpedance, and the impulse is much smaller than the free field impulse. Compared with the experimental study, thetheoretical results agree well with the experimental data. |
Author | 肖巍 姚熊亮 郭君 |
AuthorAffiliation | College of Shipbuilding Engineering,Harbin Engineering University,Harbin150001,China |
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Cites_doi | 10.1016/j.ijimpeng.2010.11.005 10.1016/j.oceaneng.2005.03.011 10.1007/s13344-014-0024-5 10.1016/j.ijimpeng.2005.05.013 10.1016/S0263-8223(97)00081-0 10.1016/j.matdes.2008.06.054 10.1016/j.ijimpeng.2003.10.039 10.1016/j.ijmecsci.2010.01.005 10.1016/j.tafmec.2009.08.006 10.1016/j.euromechflu.2013.06.008 10.1016/j.jmatprotec.2007.12.022 10.1016/j.marstruc.2011.06.002 10.1016/j.ijimpeng.2003.01.001 10.1016/j.compfluid.2012.10.012 10.1017/S0022112000003347 10.1016/j.matdes.2009.06.011 10.1016/j.oceaneng.2009.02.001 10.1017/S0022112081002322 10.5962/bhl.title.48411 |
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Snippet | Owing to the existence of the flow field boundary, the shock wave load near the boundary is different from the freefield shock wave load. In the present paper,... 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... |
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SubjectTerms | Boundaries Coastal Sciences effect Engineering experiment explosion Fluid- and Aerodynamics Hulls Hulls (structures) impedance Impulses Marine & Freshwater Sciences motion Numerical and Computational Physics Oceanography Offshore Engineering Offshore structures Shock waves Simulation theories underwater wall Wall effects wave Wave motion |
Title | Wall Effect of Underwater Explosion Load Based on Wave Motion Theories |
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