2003
DOI: 10.1016/s0020-7683(03)00120-3
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Stability and vibration of empty and fluid-filled circular cylindrical shells under static and periodic axial loads

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Cited by 86 publications
(53 citation statements)
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“…From Figure 5(a) and (b), it is observed that in both the cases, without fluid and with fluid for L=R and h=R, the value of ring support a = 0.3L which is sandwich between a = 0.5L, L. It is seen that the influences of ring supports and fluid terms are converse to each other. The ring supports increase the frequencies whereas the fluid loaded terms lower them [32][33][34].…”
Section: Frequency Analysis Of Fluid-filled Cylindrical Shells With Rmentioning
confidence: 99%
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“…From Figure 5(a) and (b), it is observed that in both the cases, without fluid and with fluid for L=R and h=R, the value of ring support a = 0.3L which is sandwich between a = 0.5L, L. It is seen that the influences of ring supports and fluid terms are converse to each other. The ring supports increase the frequencies whereas the fluid loaded terms lower them [32][33][34].…”
Section: Frequency Analysis Of Fluid-filled Cylindrical Shells With Rmentioning
confidence: 99%
“…In Figure 6 From the previous data, the shell frequencies are affected highly as the fluid quantities [11,[31][32][33][34][35] and ring supports are appended [2,5,27,36]. A beam type vibration of CSs crops up when the addition of ring supports are made.…”
Section: Frequency Analysis Of Empty and Fluid-filled Cylindrical Shementioning
confidence: 99%
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“…Thus, the application of Hamilton's principie is simplified and the resulting set of equations is linear, which can be expressed after some manipulation in the usual matrix form: (20) where d is the column matrix ofthe coefficients and 1< and M are the stiffness and mass matrices, respectively. lt should be noted that matrix 1< includes the effect ofaxialloads.…”
Section: Axially Prestressed Cylinders: Geometrically Nonlinear Strainmentioning
confidence: 99%
“…an the other hand, a linear strain-displacement relationship is used to calculate the strain energy due to the small-amplitude flexural vibration superimposed on the axial prestress. ather authors, for instance Pellicano and Amabili [20], have studied the vibration of thin cylindrical shells under axialloads but a different procedure based on Donnell's nonlinear shallow-shell theory is used. Moreover, this analysis is two-dimensional.…”
Section: Introductionmentioning
confidence: 99%