基于解析法的加筋板封闭梯形声腔的响应分析

Vibro-acoustic analysis of a trapezoidal enclosure bounded by a ribbed flexible wall based on analytical method

  • 摘要: 基于模态叠加法和声振耦合理论建立了加筋板结构与梯形声场间的耦合模型;研究了点力到筋的距离、筋的刚度、质量和根数的变化对耦合系统响应的影响。结果表明:由于加筋导致的板振动能量和梯形声腔声势能的衰减程度与点力到筋间的距离密切相关,当点力直接作用在筋上或者点力到筋的距离小于板的四分之一弯曲波长时,振动能量和声势能在较宽的频段都出现衰减现象,反之则不会出现衰减现象。梯形声腔声势能和固支板振动能量的衰减级随着筋弯曲刚度的增加而变大,而筋的质量对能量衰减的影响与分析的频段范围有关。筋的根数增加并不会使得声振耦合系统中声势能和板振动能量的衰减级一直呈现增大现象。

     

    Abstract: The coupled system model between stiffened plate and trapezoidal cavity is estimated using modal expansion method and vibro-acoustic coupling theory. Based on the coupled model,the effect of four different factors on response of coupled system is conducted,including distance between rib and excitation source,stiffness and mass of stiffened rib,the number of ribs. The results show that the response of ribbed plate and trapezoidal cavity is closely related to the distance between the point force and rib compared with the case of uniform plate. When the point force is directly acted on the rib or the distance between the rib and point force is closed,the reduction of plate vibration energy and acoustic potential energy appear among many frequency bands. However,there will be no reduction phenomenon when the distance between the point force and rib is large. The reduction of acoustic potential energy inside trapezoidal cavity and clamped plate vibration energy become larger as the bending stiffness of beam increases.The mass of beam has different influences on the variation of energy with different frequency bands. As the number of ribs increases,the energy stored in the trapezoidal cavity and clamped plate cannot always appear reduction phenomenon.

     

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