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基于厚板理论分析深水域中弹性浮板的水波响应
引用本文:赵存宝,梁瑞芬,黄海龙,张耀辉,朱中亚.基于厚板理论分析深水域中弹性浮板的水波响应[J].计算力学学报,2010,27(4):738-744.
作者姓名:赵存宝  梁瑞芬  黄海龙  张耀辉  朱中亚
作者单位:1. 石家庄铁道大学,河北省交通应急保障工程技术研究中心,石家庄,050043
2. 哈尔滨工业大学,土木工程学院,哈尔滨,150010;北京宇航系统工程研究所,北京,100076
基金项目:江苏省自然科学基金(BK2008314)资助项目.
摘    要:基于线性水波理论和Mindlin厚板动力学理论,采用Wiener-Hopf 方法,研究了不同水深水面上弹性浮板在不同入射波数水波作用下的动力学响应问题。首先推导了无限深水域中弹性浮板水波响应的解析解,并将本文分析计算结果与采用其他方法(经典薄板理论)得到的计算结果进行了对比和分析;其次,采用本文方法研究了大型浮板在三种入射波数的水波作用下动弯矩幅值的分布情况;最后,根据其他文献的方法计算了不同水深(有限水深)情况下浮板的动响应,并与本文的计算结果进行了对比分析。

关 键 词:水弹性问题  弹性浮板  Mindlin厚板理论  Wiener-Hopf方法  深水水波
收稿时间:2008/8/27 0:00:00

Wave responses of floating elastic platesin deep water based on thick plates theory
ZHAO Cun-bao,LIANG Rui-fen,HUANG Hai-long,ZHANG Yao-hui and ZHU Zhong-ya.Wave responses of floating elastic platesin deep water based on thick plates theory[J].Chinese Journal of Computational Mechanics,2010,27(4):738-744.
Authors:ZHAO Cun-bao  LIANG Rui-fen  HUANG Hai-long  ZHANG Yao-hui and ZHU Zhong-ya
Institution:Hebei Engineering Research Center for Traffic Emegency Response and Guarantee, Shijiazhuang Tiedao University, Shijiazhuang 050043, China;Hebei Engineering Research Center for Traffic Emegency Response and Guarantee, Shijiazhuang Tiedao University, Shijiazhuang 050043, China;School of Civil Engineering, Harbin Institute of Technology, Harbin 150010, China;Beijing Institute of Space System Engineering, Beijing 100076, China;Hebei Engineering Research Center for Traffic Emegency Response and Guarantee, Shijiazhuang Tiedao University, Shijiazhuang 050043, China;Hebei Engineering Research Center for Traffic Emegency Response and Guarantee, Shijiazhuang Tiedao University, Shijiazhuang 050043, China
Abstract:Based on the dynamical theories of water wave and Mindlin thick plates, the dynamical behaviors of a floating elastic plate in water of different depth are presented using the Wiener-Hopf technique for several different incident wave numbers. Firstly, the analytic solutions of wave-induced responses of floating plate for infinite depth case are constructed, thus the comparison between the present results and the results from other results (by classical thin plate theory) are presented and discussed. Secondly, the distributions of the bending moment in plates for three kinds of incident wave numbers are investigated. Finally, the wave-induced of floating plate for different depth cases (finite depth) are calculated by the method used in other literatures, and compared with the present results.
Keywords:hydroelastic problem  elastic floating plate  mindlin thick plates theory  wiener-hopf technique  deepwater waves
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