作者: A. Bereznitski
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摘要: In spite of effort many researches the role hydroelasticity is not well understood for slamming problems. this paper problem studied numerically. Based on results calculations some conclusions are given, setting a range within which plays an important role. It was found that ratio between impact duration and period first mode vibration dry structure key factor in taking decision when solution structural response should include hydroelastic effects. An estimation error prediction if effect neglected also discussed paper. Several different models numerical codes used wedge-shaped penetrating water at small deadrise angles. The as function parameters influencing interaction. These stiffness structure, presence entrapped air surface, penetration