THE BUCKLING ACTION OF HOLLOW CYLINDERS SUBJECT TO INTERNAL PRESSURE
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Authors
Lovata, Albert F.
Subjects
Advisors
Date of Issue
1958
Date
Publisher
Monterey, California: U.S. Naval Postgraduate School
Language
en_US
Abstract
The buckling action of hollow cylinders, subjected to internal
pressure, was investigated under various conditions of axial load in the
cylinder walls. The theory of Euler was found to apply where the modulus
of elasticity and second moment of cross-sectional area are determined
solely by the material and cross-section of the cylinder, and the load
is the total axial load on the column.
Type
Thesis
Description
Series/Report No
Department
Mechanical Engineering
Organization
Identifiers
NPS Report Number
Sponsors
Funding
Format
Citation
Distribution Statement
Approved for public release; distribution is unlimited.
Rights
This publication is a work of the U.S. Government as defined in Title 17, United States Code, Section 101. Copyright protection is not available for this work in the United States.