Title :
An Accurate Two-Dimensional Theory of Vibrations of Isotropic, Elastic Plates
Author_Institution :
Dept. of Civil & Environ. Eng., Princeton Univ., NJ
Abstract :
An infinite system of two-dimensional equations of motion of isotropic elastic plates and edge and corner conditions are deduced from the three-dimensional equations of elasticity by expansion of displacement in a series of trigonometrical functions and a linear function of the thickness coordinate of the plate. The linear term in the expansion is to accommodate the in-plane displacements induced by the rotation of the plate normal in low-frequency flexural motions. A system of first-order equations of flexural motions and accompanying boundary conditions are extracted from the infinite system. It is shown that the present system of equations is equivalent to the Mindlin´s first-order equations, and the dispersion relation of straight-crested waves of present theory is identical to that of the Mindlin´s without introducing any corrections. Reduction of present equations and boundary conditions to those of classical plate theories of flexural motions is also presented
Keywords :
elastic waves; plates (structures); vibrations; 2D equations; 3D equations; Mindlin first-order equations; boundary conditions; displacement expansion; flexural motions; isotropic elastic plates; linear function; straight-crested waves; thickness coordinate; trigonometrical functions; Anisotropic magnetoresistance; Boundary conditions; Cutoff frequency; Differential equations; Dispersion; Elasticity; Frequency control; Lagrangian functions; Stress;
Conference_Titel :
International Frequency Control Symposium and Exposition, 2006 IEEE
Conference_Location :
Miami, FL
Print_ISBN :
1-4244-0074-0
Electronic_ISBN :
1-4244-0074-0
DOI :
10.1109/FREQ.2006.275477