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双向正交加筋板声振响应解析方法研究

李生 张安付 王真 黎申 游卓

噪声与振动控制2017,Vol.37Issue(2):18-22,5.
噪声与振动控制2017,Vol.37Issue(2):18-22,5.DOI:10.3969/j.issn.1006-1355.2017.02.004

双向正交加筋板声振响应解析方法研究

Research on Analytical Method for Vibro-acoustic Response Analysis of Bi-directionally Orthogonal Stiffened Plates

李生 1张安付 2王真 3黎申 2游卓2

作者信息

  • 1. 海军驻武汉七一九所军事代表室,武汉 430205
  • 2. 武汉第二船舶设计研究所,武汉 430205
  • 3. 武汉纺织大学 机械工程与自动化学院,武汉 430200
  • 折叠

摘要

Abstract

The analytical method for sound and vibration analysis of bi-directionally orthogonal stiffened plates is proposed. By using displacement and force continuity conditions between plates and stiffeners, vibration equations of the stiffened plate system are established. With the displacement function expressed as a two-dimensional Fourier series, one can convert the differential equations of the stiffened plates into linear algebraic equations. Thus, the solutions of free vibration and forced vibration of the stiffened plates can be obtained. Results of the present method demonstrate a good agreement with published results and the results of typical finite element analysis. Subsequently, the effect of stiffeners position on vibro-acoustic response of multi-stiffened plates is studied.

关键词

振动与波/双向正交加筋板/声振响应/任意边界条件/二维傅里叶级数

Key words

vibration and wave/bi-directionally orthogonal stiffened plate/vibro-acoustic response/arbitrary boundary conditions/two-dimensional Fourier series

分类

数理科学

引用本文复制引用

李生,张安付,王真,黎申,游卓..双向正交加筋板声振响应解析方法研究[J].噪声与振动控制,2017,37(2):18-22,5.

基金项目

国家自然科学基金资助项目(11202152) (11202152)

噪声与振动控制

OACSCDCSTPCD

1006-1355

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