1999
DOI: 10.1006/jsvi.1999.2410
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The Non-Linear Free Vibration of Fully Clamped Rectangular Plates: Second Non-Linear Mode for Various Plate Aspect Ratios

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Cited by 34 publications
(37 citation statements)
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“…This method does not require a very good initial estimate of the solution or a step procedure, similar to other methods described for beams and rectangular plates. [20][21][22][23] It was adopted here to ensure rapid convergence when varying the amplitude, which allowed solutions to be obtained with a quite reasonable number of iterations. The fundamental nonlinear mode shape was calculated in the neighborhood of the linear solution corresponding to a small numerical value of the coefficient a r0 (r 0 = 1) of the basic function w * r0 .…”
Section: Iterative Methods Of Solutionsmentioning
confidence: 99%
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“…This method does not require a very good initial estimate of the solution or a step procedure, similar to other methods described for beams and rectangular plates. [20][21][22][23] It was adopted here to ensure rapid convergence when varying the amplitude, which allowed solutions to be obtained with a quite reasonable number of iterations. The fundamental nonlinear mode shape was calculated in the neighborhood of the linear solution corresponding to a small numerical value of the coefficient a r0 (r 0 = 1) of the basic function w * r0 .…”
Section: Iterative Methods Of Solutionsmentioning
confidence: 99%
“…Such an assumption has been made when calculating the first two nonlinear mode shapes of circular plates and fully clamped rectangular plates. 16,20,21,23 For the first nonlinear mode shape, the range of validity of this assumption has been discussed in the light of the experimental and numerical results obtained for the nonlinear frequency-amplitude dependence and the nonlinear bending stress estimates obtained at large vibration amplitude. 20,22 In order to examine the effects of large vibration amplitudes on the membrane stress patterns for clamped circular plates, the contribution of the in-plane displacement U should be taken into account in the membrane strain expression.…”
Section: Vibration Analysismentioning
confidence: 99%
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“…Additionally, if sound transmission through the plates is concerned (what is the subject of this paper), the primary paths are also nonlinear. The nonlinearities can be caused due to vibrations of clamped plates (El Kadiri et al, 1999;Saha et al, 2005) and also by actuators (i.e. d33 effect of MFC patches) (Stuebner et al, 2009).…”
Section: Nonlinear Feedforward Controlmentioning
confidence: 99%
“…It is true that the concept of a non-linear mode shape is not absolutely clear and universally accepted like its linear equivalent. However, it is becoming quite familiar in the literature (see references [4,5,7,9,21], Nayfeh's paper [22] and his references [1, 2, 9, 11, 14}16, 18}20]), is very useful for the qualitative understanding of the non-linear behaviour, and is expected to play an important role in the development of the &&non-linear modal analysis theory'' mentioned in reference [21].…”
mentioning
confidence: 98%