Analysis of Hydroelastic Instabilities of Rectangular Parallel-Plate Assemblies

Author:

Guo C. Q.1,Paı¨doussis M. P.1

Affiliation:

1. Department of Mechanical Engineering, McGill University, 817 Sherbrooke Street West, Montreal, Quebec H3A 2K6, Canada

Abstract

Flow-induced vibrations and hydroelastic instabilities of rectangular parallel-plate assemblies are studied theoretically. The extended Galerkin method is employed to solve the plate equation, while the Fourier transform technique is used to solve for the perturbation pressure from the potential flow equations. The mixed fluid-plate interaction boundary condition leads to a singular integral equation, which is solved numerically. The complex frequencies versus flow velocity and critical velocities are obtained for various plate aspect ratios and channel-height-to-plate-width ratios. The frequencies and critical velocities are found to decrease as the plate length increases and as the channel height decreases. Two types of instability are found, namely, single-mode divergence, mostly in the first mode, and coupled-mode flutter involving adjacent modes. Damping has a significant effect on post-divergence stability and coupled-mode flutter of the system. [S0094-9930(00)00403-0]

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Safety, Risk, Reliability and Quality

Reference17 articles.

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2. Zabriskie, W. L., 1959, “An Experimental Evaluation of the Effect of Length to Width Ratio on the Critical Flow Velocity of Single Plate Assemblies,” General Electric Report No. 59GL209;

3. also, 1959, AECU-4388, Sept.

4. Groninger, R. D., and Kane, J. J., 1963, “Flow Induced Deflections of Parallel Flat Plates,” Nucl. Sci. Eng., 16, pp. 218–226.

5. Smissaert, G. E. , 1968, “Static and Dynamic Hydro-Elastic Instabilities in MTR-Type Fuel Elements, Part I: Introduction and Experimental Investigation,” Nucl. Eng. Des., 7, pp. 535–546.

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