2002
DOI: 10.1006/jsvi.2001.4159
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On the Free Vibration of Stiffened Shallow Shells

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Cited by 66 publications
(28 citation statements)
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References 21 publications
(17 reference statements)
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“…As a result of a grid independence study, a grid size of 100x100 was found to model accurately the Natural Frequency of a Composite Laminated plate described in the corresponding results. The accuracy of the computer model was verified by comparing results from the present study with those obtained by Rastgaar [22], Ngo-Cong [27], Lam [5], Tkant [17] Experimental, Analytical and FEA results. figure 5.4 and in table 5.2 illustrates the natural frequencies of free vibration for different composite material like glass fiber, honeycomb and carbon-ud (carbon unidirectional) are to be shows that the maximum and minimum amount of total deformation.…”
Section: A Validationsupporting
confidence: 68%
“…As a result of a grid independence study, a grid size of 100x100 was found to model accurately the Natural Frequency of a Composite Laminated plate described in the corresponding results. The accuracy of the computer model was verified by comparing results from the present study with those obtained by Rastgaar [22], Ngo-Cong [27], Lam [5], Tkant [17] Experimental, Analytical and FEA results. figure 5.4 and in table 5.2 illustrates the natural frequencies of free vibration for different composite material like glass fiber, honeycomb and carbon-ud (carbon unidirectional) are to be shows that the maximum and minimum amount of total deformation.…”
Section: A Validationsupporting
confidence: 68%
“…The vibration analysis of stiffened plates has been investigated by Barrette and Beslin [3] using hierarchical finite elements with a set of local trigonometric interpolation functions. Nayak and Bandyopadhyay [13] presented a finite element analysis for free vibration behaviour of doubly curved stiffened shallow shells. The eight-/nine-node doubly curved isoparametric thin shallow shell elements along with the three-node curved isoparametric beam element has been used in this study.…”
Section: Introductionmentioning
confidence: 99%
“…(21). Applying the principle of stationary action to functional A h , we obtain the following system equations for the shell under consideration…”
Section: Averaging Descriptionmentioning
confidence: 99%
“…The earlier models can be found in for example Hill [9], Hashin and Rosen [8], Budiansky [3]. The dynamic analysis of the stiffened shells can also be found in many papers, for example, see Mead and Bardell [16]) Mecitoglu and Dokmeci [17], Wang et al [25], Nayak and Bandyopadhyay [21], Solaroli et al [23]. The above-mentioned studies are concerned with analysis shells with low number of the stiffeners where distances between stiffeners are large compared to the width of stiffeners.…”
Section: Introductionmentioning
confidence: 97%