"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.
Yu, Wei-wen, 1924-
Andrews, William A., 1922-2009
Hansen, Peter G., 1927-2010
Civil, Architectural and Environmental Engineering
M.S. in Civil Engineering
American Iron and Steel Institute
University of Missouri--Rolla
viii, 83 pages
© 1974 William Morris McKinney, All rights reserved.
Thesis - Restricted Access
Library of Congress Subject Headings
Steel -- Cold working
Buckling (Mechanics) -- Testing
Print OCLC #
Electronic OCLC #
Link to Catalog RecordElectronic access to the full-text of this document is restricted to Missouri S&T users. Otherwise, request this publication directly from Missouri S&T Library or contact your local library. http://laurel.lso.missouri.edu/record=b1066901~S5
McKinney, William M., "Local buckling of cold-formed steel structural members having initially curved compression elements" (1974). Masters Theses. 3434.