A Unified Approach of Free Vibration Analysis for Stiffened Cylindrical Shell with General Boundary Conditions
A unified approach of free vibration analysis for stiffened cylindrical shell with general boundary conditions is presented in this paper. The vibration of stiffened cylindrical shell is modeled mathematically involving the first-order shear deformation shell theory. The improved Fourier series is s...
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Hindawi Limited
2019-01-01
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Series: | Mathematical Problems in Engineering |
Online Access: | http://dx.doi.org/10.1155/2019/4157930 |
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doaj-6079075a3e264a0680c291d8b2a114472020-11-24T22:12:26ZengHindawi LimitedMathematical Problems in Engineering1024-123X1563-51472019-01-01201910.1155/2019/41579304157930A Unified Approach of Free Vibration Analysis for Stiffened Cylindrical Shell with General Boundary ConditionsXue-Qin Li0Wei Zhang1Xiao-Dong Yang2Lu-Kai Song3College of Mechanical Engineering, Beijing University of Technology, Beijing 100124, ChinaCollege of Mechanical Engineering, Beijing University of Technology, Beijing 100124, ChinaCollege of Mechanical Engineering, Beijing University of Technology, Beijing 100124, ChinaSchool of Energy and Power Engineering, Beihang University, Beijing 100191, ChinaA unified approach of free vibration analysis for stiffened cylindrical shell with general boundary conditions is presented in this paper. The vibration of stiffened cylindrical shell is modeled mathematically involving the first-order shear deformation shell theory. The improved Fourier series is selected as the admissible displacement function while the arbitrary boundary conditions are simulated by adjusting the equivalent spring stiffness. The natural frequencies and modal shapes of the stiffened shell are obtained by solving the dynamic model with the Rayleigh-Ritz procedure. Various numerical results of free vibration analysis for stiffened cylindrical shell are obtained, including natural frequencies and modes under simply supported, free, and clamped boundary conditions. Moreover, the effects of stiffener on natural frequencies are discussed. Compared with several state-of-the-art methods, the feasibility and validity of the proposed method are verified.http://dx.doi.org/10.1155/2019/4157930 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Xue-Qin Li Wei Zhang Xiao-Dong Yang Lu-Kai Song |
spellingShingle |
Xue-Qin Li Wei Zhang Xiao-Dong Yang Lu-Kai Song A Unified Approach of Free Vibration Analysis for Stiffened Cylindrical Shell with General Boundary Conditions Mathematical Problems in Engineering |
author_facet |
Xue-Qin Li Wei Zhang Xiao-Dong Yang Lu-Kai Song |
author_sort |
Xue-Qin Li |
title |
A Unified Approach of Free Vibration Analysis for Stiffened Cylindrical Shell with General Boundary Conditions |
title_short |
A Unified Approach of Free Vibration Analysis for Stiffened Cylindrical Shell with General Boundary Conditions |
title_full |
A Unified Approach of Free Vibration Analysis for Stiffened Cylindrical Shell with General Boundary Conditions |
title_fullStr |
A Unified Approach of Free Vibration Analysis for Stiffened Cylindrical Shell with General Boundary Conditions |
title_full_unstemmed |
A Unified Approach of Free Vibration Analysis for Stiffened Cylindrical Shell with General Boundary Conditions |
title_sort |
unified approach of free vibration analysis for stiffened cylindrical shell with general boundary conditions |
publisher |
Hindawi Limited |
series |
Mathematical Problems in Engineering |
issn |
1024-123X 1563-5147 |
publishDate |
2019-01-01 |
description |
A unified approach of free vibration analysis for stiffened cylindrical shell with general boundary conditions is presented in this paper. The vibration of stiffened cylindrical shell is modeled mathematically involving the first-order shear deformation shell theory. The improved Fourier series is selected as the admissible displacement function while the arbitrary boundary conditions are simulated by adjusting the equivalent spring stiffness. The natural frequencies and modal shapes of the stiffened shell are obtained by solving the dynamic model with the Rayleigh-Ritz procedure. Various numerical results of free vibration analysis for stiffened cylindrical shell are obtained, including natural frequencies and modes under simply supported, free, and clamped boundary conditions. Moreover, the effects of stiffener on natural frequencies are discussed. Compared with several state-of-the-art methods, the feasibility and validity of the proposed method are verified. |
url |
http://dx.doi.org/10.1155/2019/4157930 |
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