Buckling and Initial Postbuckling Behavior of Oval Cylindrical Shells Under Axial CompressionSource: Journal of Applied Mechanics:;1968:;volume( 035 ):;issue: 001::page 66Author:J. W. Hutchinson
DOI: 10.1115/1.3601175Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Buckling and initial postbuckling behavior is determined for thin, elastic cylindrical shells of elliptical cross section. This study complements the buckling and advanced postbuckling calculations reported by Kempner and Chen on a similar class of shells. The initial postbuckling analysis indicates that, like compressed circular cylinders, the oval cylinders will be highly sensitive to small geometrical imperfections and may buckle at loads well below the predictions for the perfect shell. On the other hand, buckling will not necessarily result in complete collapse. A series of simple tests has been performed which provide qualitative verification of the major features of the theory.
keyword(s): Pipes , Buckling , Compression , Shells , Stress , Cylinders , Circular cylinders AND Collapse ,
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contributor author | J. W. Hutchinson | |
date accessioned | 2017-05-09T00:04:53Z | |
date available | 2017-05-09T00:04:53Z | |
date copyright | March, 1968 | |
date issued | 1968 | |
identifier issn | 0021-8936 | |
identifier other | JAMCAV-25866#66_1.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/125223 | |
description abstract | Buckling and initial postbuckling behavior is determined for thin, elastic cylindrical shells of elliptical cross section. This study complements the buckling and advanced postbuckling calculations reported by Kempner and Chen on a similar class of shells. The initial postbuckling analysis indicates that, like compressed circular cylinders, the oval cylinders will be highly sensitive to small geometrical imperfections and may buckle at loads well below the predictions for the perfect shell. On the other hand, buckling will not necessarily result in complete collapse. A series of simple tests has been performed which provide qualitative verification of the major features of the theory. | |
publisher | The American Society of Mechanical Engineers (ASME) | |
title | Buckling and Initial Postbuckling Behavior of Oval Cylindrical Shells Under Axial Compression | |
type | Journal Paper | |
journal volume | 35 | |
journal issue | 1 | |
journal title | Journal of Applied Mechanics | |
identifier doi | 10.1115/1.3601175 | |
journal fristpage | 66 | |
journal lastpage | 72 | |
identifier eissn | 1528-9036 | |
keywords | Pipes | |
keywords | Buckling | |
keywords | Compression | |
keywords | Shells | |
keywords | Stress | |
keywords | Cylinders | |
keywords | Circular cylinders AND Collapse | |
tree | Journal of Applied Mechanics:;1968:;volume( 035 ):;issue: 001 | |
contenttype | Fulltext |