Masters Theses
Abstract
“In this paper, an investigation was made of a thin- walled cylindrical shell under compressive load with various eccentricities and internal pressures to study the effect of the internal pressure on the compressive buckling stress of the shell.
So far, theoretical methods have not been devised to solve this problem; therefore, an experimental study was carried out. The experimental results indicated that the buckling load of the shell decreases as the eccentricity increases, that the buckling stress increases as the eccentricity increases, and that the change in buckling stress increases with an increase of internal pressure and is very nearly independent of eccentricity”--Abstract, page ii.
Advisor(s)
Senne, Joseph H.
Committee Member(s)
Spooner, James E.
Muhlbauer, Karlheinz C., 1930-2008
Remington, Charles R., 1924-2013
Department(s)
Civil, Architectural and Environmental Engineering
Degree Name
M.S. in Civil Engineering
Publisher
University of Missouri at Rolla
Publication Date
1964
Pagination
viii, 33 pages
Note about bibliography
Includes bibliographical references (pages 31-32).
Rights
© 1964 Chao-Ping Chu, All rights reserved.
Document Type
Thesis - Open Access
File Type
text
Language
English
Thesis Number
T 1678
Print OCLC #
5963579
Link to Catalog Record
Recommended Citation
Chu, Chao-Ping, "Effect of internal pressure on compressive buckling stress of a cylindrical shell under eccentric loading" (1964). Masters Theses. 5681.
https://scholarsmine.mst.edu/masters_theses/5681
