1983
DOI: 10.1115/1.3264295
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Free Vibration Analysis of Rectangular Plates

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Cited by 23 publications
(39 citation statements)
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“…The out-of-plane oscillation caused by transverse waves is closely related to bending stiffness of the plate, whereas the in-plane oscillation caused by longitudinal waves is related to its in-plane stiffness, i.e., tensile/compressive stiffness [10]. The out-of-plane oscillations are classified furthermore into three types: symmetric, antisymmetric, and complex (symmetric-antisymmetric) modes, depending on the symmetry of the oscillation shape [17] as well as the in-plane oscillations [18]. Figure 4a and b display the natural frequencies of some selected modes calculated for variations of Young's modulus E 1 , Poisson's ratio m 1 , and in-plane stress r 1 .…”
Section: Results Of Model Amentioning
confidence: 99%
“…The out-of-plane oscillation caused by transverse waves is closely related to bending stiffness of the plate, whereas the in-plane oscillation caused by longitudinal waves is related to its in-plane stiffness, i.e., tensile/compressive stiffness [10]. The out-of-plane oscillations are classified furthermore into three types: symmetric, antisymmetric, and complex (symmetric-antisymmetric) modes, depending on the symmetry of the oscillation shape [17] as well as the in-plane oscillations [18]. Figure 4a and b display the natural frequencies of some selected modes calculated for variations of Young's modulus E 1 , Poisson's ratio m 1 , and in-plane stress r 1 .…”
Section: Results Of Model Amentioning
confidence: 99%
“…To formulate spectral element model for a thin plate by following the general procedure introduced in [4], firstly all the time-domain quantities in the governing equations (1) and (2) are transformed into the frequency-domain quantities by using the discrete Fourier transform (DFT) theory. For instance, the transverse displacement ( , , ) and the external force ( , , ) can be represented in the spectral forms as…”
Section: Spectral Element Model For a Finite Plate Elementmentioning
confidence: 99%
“…Although the subject of dynamic analysis of the plate has a long history which spans more than two centuries, most theoretical solutions to this classical problem are considered to be at best approximate because it is difficult to obtain exact closed-form solutions which simultaneously satisfy the governing differential equations and the associated boundary conditions, except for the Levy-type plates [1,2].…”
Section: Introductionmentioning
confidence: 99%
“…shown in equation (13). It is shown that the weaker continuity condition of assumed refined rotation functions in an element has been satisfied.…”
Section: Refined Rotation Function Of the Elementmentioning
confidence: 99%