1996
DOI: 10.1006/jsvi.1996.0298
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Vibration of Rectangular Plates Using Plate Characteristic Functions as Shape Functions in the Rayleigh–ritz Method

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Cited by 32 publications
(17 citation statements)
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“…Bernoulli-Euler-type beam functions [16] have been a popular choice for these functions, although improvement in the results have been reported by using Timoshenko beam equations (for Mindlin plates) [17,18], orthogonal polynomials [19] and plate functions [20]. Minimizing the total energy of the system with respect to the coefficients would form the eigenvalue problem, the solution of which would yield the frequencies and the unknown coefficients.…”
Section: Modal Characteristics By the Rayleigh-ritz Methodsmentioning
confidence: 99%
“…Bernoulli-Euler-type beam functions [16] have been a popular choice for these functions, although improvement in the results have been reported by using Timoshenko beam equations (for Mindlin plates) [17,18], orthogonal polynomials [19] and plate functions [20]. Minimizing the total energy of the system with respect to the coefficients would form the eigenvalue problem, the solution of which would yield the frequencies and the unknown coefficients.…”
Section: Modal Characteristics By the Rayleigh-ritz Methodsmentioning
confidence: 99%
“…Several mathematical functions have been proposed as Ritz vectors by various researchers for idealized boundary conditions [11][12][13][14][15]. In this paper, we use simple and easy-to-use mathematical functions given by Blevins [11].…”
Section: Selection Of Ritz Vectorsmentioning
confidence: 99%
“…A brief literature review shows that a classical approach to overcome this problem is to express Δ !W, X" as a linear combination of admissible predefined functions. For example, this procedure was followed by Rajalingham et al [132] to get the vibration modes of a dry rectangular plate with clamped edges 11 . Another application was made by Liew and Wang [101], who studied the vibrations of plates with curved boundaries or reentrant corners.…”
Section: Mathematical Approachmentioning
confidence: 99%
“…!W, X, S", developing (7.43) leads to the following classical expression: which is widely used in the literature (see references [90], [100], [101] and [132], amongst others). For the particular case of modal displacements, since Δ !W, X" is an eigenfunction minimizing the Rayleigh quotient and .…”
Section: Energy Approachmentioning
confidence: 99%