2017
DOI: 10.1016/j.apm.2017.05.050
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Natural frequencies of thin rectangular plates using homotopy-perturbation method

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Cited by 15 publications
(10 citation statements)
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“…2(a,c,e and g) .
Figure 2 Comparison of mode shapes between irregular-shaped plate and the equivalent rectangular plate for the lowest 4 modes 11 . ( a ) Mode 1:T(1,1), ( b ) Mode 1: m = 1 , n = 1, ( c ) Mode 2: T(1,2), ( d ) Mode 2: m = 2, n = 1, ( e ) Mode 3: T(2,1), ( f ) Mode 3: m = 1 , n = 2, ( g ) Mode 4: T(1,3), ( h ) Mode 4: m = 3, n = 1.
…”
Section: Resultsmentioning
confidence: 99%
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“…2(a,c,e and g) .
Figure 2 Comparison of mode shapes between irregular-shaped plate and the equivalent rectangular plate for the lowest 4 modes 11 . ( a ) Mode 1:T(1,1), ( b ) Mode 1: m = 1 , n = 1, ( c ) Mode 2: T(1,2), ( d ) Mode 2: m = 2, n = 1, ( e ) Mode 3: T(2,1), ( f ) Mode 3: m = 1 , n = 2, ( g ) Mode 4: T(1,3), ( h ) Mode 4: m = 3, n = 1.
…”
Section: Resultsmentioning
confidence: 99%
“…It is therefore proposed to adopt some criteria to determine the dimensions of an equivalent rectangular plate of constant thickness. The criteria for determining its dimensions 11 are as follows: The rectangular plate vibrates transversely under dynamic compression in the direction of its longitudinal grain. The longitudinal Young’s modulus is identical to that of the guitar soundboard material as its longitudinal grain is always aligned parallel to the strings and the guitar soundboard is constantly under dynamic compression under playing conditions.…”
Section: Resultsmentioning
confidence: 99%
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“…e nonlinear governing equations were solved by the incremental harmonic balance method. Lee et al [31] adopted the homotopy perturbation method to solve parabolic partial differential equations with constant coefficients for the nonlinear plate problem. Gao et al [32] adopted the multiple scales method to analyze the nonlinear primary resonance of functionally graded porous cylindrical shells.…”
Section: Introductionmentioning
confidence: 99%