Masters Theses
Abstract
"A comprehensive investigation of the effect of initial deviation from flatness on buckling stress and post-buckling strength of compression elements in structural plate members is presented. The study of stiffened and unstiffened elements expands the scope of elastic stability for initially curved plates. Finite element techniques were utilized for the study of unstiffened elements"--Abstract, page ii.
Advisor(s)
Yu, Wei-wen, 1924-
Committee Member(s)
Andrews, William A., 1922-2009
Hansen, Peter G., 1927-2010
Department(s)
Civil, Architectural and Environmental Engineering
Degree Name
M.S. in Civil Engineering
Sponsor(s)
American Iron and Steel Institute
Publisher
University of Missouri--Rolla
Publication Date
1974
Pagination
viii, 83 pages
Note about bibliography
Includes bibliographical references (pages 42-44).
Rights
© 1974 William Morris McKinney, All rights reserved.
Document Type
Thesis - Open Access
File Type
text
Language
English
Subject Headings
Steel -- Cold working
Buckling (Mechanics) -- Testing
Steel, Structural
Thesis Number
T 2973
Print OCLC #
6024182
Electronic OCLC #
904598613
Link to Catalog Record
Recommended Citation
McKinney, William M., "Local buckling of cold-formed steel structural members having initially curved compression elements" (1974). Masters Theses. 3434.
https://scholarsmine.mst.edu/masters_theses/3434
