Free vibration of spherical cap subjected to various boundary conditions

In this article, the free vibration characteristics of spherical caps with different thickness distribution subjected to general boundary conditions are investigated using a semi-analytical approach. Based on the theory of thin shell, the theoretical model of spherical cap is established. Spherical...

Full description

Bibliographic Details
Main Authors: Yuan Du, Ruidong Huo, Fuzhen Pang, Shuo Li, Yongming Huang, Hang Zhang
Format: Article
Language:English
Published: SAGE Publishing 2019-09-01
Series:Advances in Mechanical Engineering
Online Access:https://doi.org/10.1177/1687814019879261
id doaj-a220dad9309b445c8c7317cb19fb4a5d
record_format Article
spelling doaj-a220dad9309b445c8c7317cb19fb4a5d2020-11-25T03:54:35ZengSAGE PublishingAdvances in Mechanical Engineering1687-81402019-09-011110.1177/1687814019879261Free vibration of spherical cap subjected to various boundary conditionsYuan DuRuidong HuoFuzhen PangShuo LiYongming HuangHang ZhangIn this article, the free vibration characteristics of spherical caps with different thickness distribution subjected to general boundary conditions are investigated using a semi-analytical approach. Based on the theory of thin shell, the theoretical model of spherical cap is established. Spherical caps are partitioned into sections along the meridional orientation. The displacement components of spherical caps along the meridional direction are represented by Jacobi polynomials. Meanwhile, Fourier series are utilized to express displacement components in the circumferential direction. Various boundary conditions can be easily achieved by the penalty method of the spring stiffness technique. The vibration characteristics of spherical caps are derived by means of the Rayleigh–Ritz energy method. Reliability and validity of the current method are verified by convergence studies and numerical verification. The comparison of results between the current method, finite element method, and those published in the literature prove that the current method works well when handling free vibration of spherical caps. More results of spherical caps with different geometric specifications and edge conditions are displayed in the form of table and graphic, which may serve as a reference for future studies.https://doi.org/10.1177/1687814019879261
collection DOAJ
language English
format Article
sources DOAJ
author Yuan Du
Ruidong Huo
Fuzhen Pang
Shuo Li
Yongming Huang
Hang Zhang
spellingShingle Yuan Du
Ruidong Huo
Fuzhen Pang
Shuo Li
Yongming Huang
Hang Zhang
Free vibration of spherical cap subjected to various boundary conditions
Advances in Mechanical Engineering
author_facet Yuan Du
Ruidong Huo
Fuzhen Pang
Shuo Li
Yongming Huang
Hang Zhang
author_sort Yuan Du
title Free vibration of spherical cap subjected to various boundary conditions
title_short Free vibration of spherical cap subjected to various boundary conditions
title_full Free vibration of spherical cap subjected to various boundary conditions
title_fullStr Free vibration of spherical cap subjected to various boundary conditions
title_full_unstemmed Free vibration of spherical cap subjected to various boundary conditions
title_sort free vibration of spherical cap subjected to various boundary conditions
publisher SAGE Publishing
series Advances in Mechanical Engineering
issn 1687-8140
publishDate 2019-09-01
description In this article, the free vibration characteristics of spherical caps with different thickness distribution subjected to general boundary conditions are investigated using a semi-analytical approach. Based on the theory of thin shell, the theoretical model of spherical cap is established. Spherical caps are partitioned into sections along the meridional orientation. The displacement components of spherical caps along the meridional direction are represented by Jacobi polynomials. Meanwhile, Fourier series are utilized to express displacement components in the circumferential direction. Various boundary conditions can be easily achieved by the penalty method of the spring stiffness technique. The vibration characteristics of spherical caps are derived by means of the Rayleigh–Ritz energy method. Reliability and validity of the current method are verified by convergence studies and numerical verification. The comparison of results between the current method, finite element method, and those published in the literature prove that the current method works well when handling free vibration of spherical caps. More results of spherical caps with different geometric specifications and edge conditions are displayed in the form of table and graphic, which may serve as a reference for future studies.
url https://doi.org/10.1177/1687814019879261
work_keys_str_mv AT yuandu freevibrationofsphericalcapsubjectedtovariousboundaryconditions
AT ruidonghuo freevibrationofsphericalcapsubjectedtovariousboundaryconditions
AT fuzhenpang freevibrationofsphericalcapsubjectedtovariousboundaryconditions
AT shuoli freevibrationofsphericalcapsubjectedtovariousboundaryconditions
AT yongminghuang freevibrationofsphericalcapsubjectedtovariousboundaryconditions
AT hangzhang freevibrationofsphericalcapsubjectedtovariousboundaryconditions
_version_ 1724472955731181568