Analysis of Long Cantilever Cylindrical Shell Subjected to Wind LoadingSource: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 009Author:K. Chandrashekhara
DOI: 10.1061/(ASCE)0733-9399(1989)115:9(2101)Publisher: American Society of Civil Engineers
Abstract: Bending analysis of closed cylindrical shells subjected to asymmetric load and having different support conditions is of interest in the design of chimneys, water towers, oil storage tanks, etc. A simple method of analyzing a long cantilever cylindrical shell, subjected to asymmetric load, is presented in the paper, using Schorer's shell theory and orthogonal functions. The application of the solution has been illustrated with an example of a cantilever shell subjected to wind loads. The results obtained for this problem have been compared with the previously available results to illustrate the accuracy of the results obtained here. The solution presented can also be extended to a cylindrical shell with other support conditions, as well as to the study of free vibration of a cylindrical shell. The present solution will be very useful for designers who need to obtain numerical results for specific problems with minimum computational effort.
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contributor author | K. Chandrashekhara | |
date accessioned | 2017-05-08T22:27:50Z | |
date available | 2017-05-08T22:27:50Z | |
date copyright | September 1989 | |
date issued | 1989 | |
identifier other | %28asce%290733-9399%281989%29115%3A9%282101%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/81030 | |
description abstract | Bending analysis of closed cylindrical shells subjected to asymmetric load and having different support conditions is of interest in the design of chimneys, water towers, oil storage tanks, etc. A simple method of analyzing a long cantilever cylindrical shell, subjected to asymmetric load, is presented in the paper, using Schorer's shell theory and orthogonal functions. The application of the solution has been illustrated with an example of a cantilever shell subjected to wind loads. The results obtained for this problem have been compared with the previously available results to illustrate the accuracy of the results obtained here. The solution presented can also be extended to a cylindrical shell with other support conditions, as well as to the study of free vibration of a cylindrical shell. The present solution will be very useful for designers who need to obtain numerical results for specific problems with minimum computational effort. | |
publisher | American Society of Civil Engineers | |
title | Analysis of Long Cantilever Cylindrical Shell Subjected to Wind Loading | |
type | Journal Paper | |
journal volume | 115 | |
journal issue | 9 | |
journal title | Journal of Engineering Mechanics | |
identifier doi | 10.1061/(ASCE)0733-9399(1989)115:9(2101) | |
tree | Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 009 | |
contenttype | Fulltext |