2019
DOI: 10.1177/1077546319858227
|View full text |Cite
|
Sign up to set email alerts
|

Free vibration analysis of porous laminated rotating circular cylindrical shells

Abstract: In this research, investigations are presented of the free vibration of porous laminated rotating circular cylindrical shells based on Love’s shell theory with simply supported boundary conditions. The equilibrium equations for circular cylindrical shells are obtained using Hamilton’s principle. Also, Navier’s solution is used to solve the equations of the cylindrical shell due to the simply supported boundary conditions. The results are compared with previous results of other researchers. The numerical result… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
5

Citation Types

0
5
0

Year Published

2020
2020
2024
2024

Publication Types

Select...
9
1

Relationship

2
8

Authors

Journals

citations
Cited by 35 publications
(5 citation statements)
references
References 38 publications
0
5
0
Order By: Relevance
“…Due to the importance of using tapered thin-walled beams having open and close cross-sections in different engineering fields such as steel frames, decks of the bridge, mechanical, and especially aeronautical components, the static and dynamic analyses of thin-walled structural elements with various end conditions under different loading cases have been widely studied in recent decades. [1][2][3][4][5][6][7][8][9][10] Lateral torsional-buckling is one of the instability modes in which the slender and laterally unbraced tapered thin-walled open section beam subjected to bending about its strong axis may suddenly buckle in a flexural-torsional mode. The web and flanges tapering parameters, the load height position, internal bending moment, and boundary conditions are the main factors affecting the lateral-torsional buckling strength of thin-walled beams with varying cross-section.…”
Section: Introductionsmentioning
confidence: 99%
“…Due to the importance of using tapered thin-walled beams having open and close cross-sections in different engineering fields such as steel frames, decks of the bridge, mechanical, and especially aeronautical components, the static and dynamic analyses of thin-walled structural elements with various end conditions under different loading cases have been widely studied in recent decades. [1][2][3][4][5][6][7][8][9][10] Lateral torsional-buckling is one of the instability modes in which the slender and laterally unbraced tapered thin-walled open section beam subjected to bending about its strong axis may suddenly buckle in a flexural-torsional mode. The web and flanges tapering parameters, the load height position, internal bending moment, and boundary conditions are the main factors affecting the lateral-torsional buckling strength of thin-walled beams with varying cross-section.…”
Section: Introductionsmentioning
confidence: 99%
“…In recent years, many researchers have been studied the free vibration of laminated circular cylindrical shells considering various boundary conditions using Ralyleith–Ritz method (Lee and Kwak, 2015), hygroscopic environment (Zhao et al, 2015), sinusoidal shear deformation theory (Wang and Wu, 2017), beam modal function (Mohandes et al, 2017) and higher order sandwich panel theory (Malekzadehfard et al, 2017; Nekouei et al, 2019a). Ghasemi and Meskini (2019a, 2020) based on Love’s shell theory and Navier’s method have investigated the free vibration of rotating porous laminated circular cylindrical shells with various boundary conditions. Also, the effect of electro-magnetic potential on the natural frequency of functionally graded materials (FGM) cylindrical shell with piezo face sheet and laminated core illustrated.…”
Section: Introductionmentioning
confidence: 99%
“…Zeng et al (2019) studied the size-dependent flexoelectric effect on the natural frequency and the nonlinear electromechanical behavior of cylindrical nanoshells based on the modified couple stress theory. By using the Hamilton’s principle and Navier’s solution, Ghasemi and Meskini (2019) investigated the free and linear vibration behavior of porous simply supported laminated rotating cylindrical shells. Arani et al (2012, 2013) studied the buckling and vibration behavior of double-walled boron nitride nanotubes embedded in an elastic foundation under combined electro–thermo–mechanical loadings by using the nonlocal cylindrical shell theory.…”
Section: Introductionmentioning
confidence: 99%