Free vibration of cantilevered composite plates in air and in water

被引:81
作者
Kramer, Matthew R. [1 ]
Liu, Zhanke
Young, Yin L. [1 ]
机构
[1] Univ Michigan, Dept Naval Architecture & Marine Engn, Ann Arbor, MI 48109 USA
关键词
Added mass; Composite; Hydroelasticity; Cantilevered plate; Fluid-structure interaction; Free vibration; FREQUENCY EQUATION; MODE SHAPES; PERFORMANCE ENHANCEMENT; FLUTTER; BEAMS; DIVERGENCE; TORSION;
D O I
10.1016/j.compstruct.2012.07.017
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Composite materials are being used more frequently for marine applications due to the advantages of a higher stiffness- and strength-to-weight ratio, and better corrosion resistance compared to metallic alloys. Many examples consist of cantilevered structures, such as hydrofoils, propeller and turbine blades, keels, and rudders. A wide range of analytical and numerical tools exist for the free vibration analysis of composite structures in air due to their applicability to design problems in the aerospace industry, such as airplane wings, turbofan and propeller blades, and flight control surfaces. For these aerospace structures the inertial effects of the fluid are typically neglected due to the low relative density of air compared to the structure. Contrarily, for marine structures, fluid inertial (added mass) effects cannot be neglected, especially for composites with much higher fluid-to-solid density ratios. The objective of this work is to investigate the effects of material anisotropy and added mass on the free vibration response of rectangular, cantilevered composite plates/beams via combined analytical and numerical modeling. The results show that the natural frequencies of the composite plate are 50-70% lower in water than in air due to large added mass effects. The added mass is found to vary considerably with material orientation due to the bend-twist coupling of anisotropic composites, which affects the mode shapes and, consequently, the fluid inertial loads. The analytical method is found to yield accurate results for beam geometries and offers significant savings in computational cost compared to the finite element method. (c) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:254 / 263
页数:10
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