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Buckling of prismatic structures under biaxial loadingA one term analysis is presented for the elastic buckling of prismatic structures with either classical simple support or completely clamped boundary conditions on the transverse ends. Results suggest that a one term solution based on an appropriate choice of coordinate functions may lead to satisfactory buckling loads for other prismatic structures with completely clamped and other end conditions.
Document ID
19810033352
Acquisition Source
Legacy CDMS
Document Type
Reprint (Version printed in journal)
External Source(s)
doi:10.1016/0045-7949(80)90177-7
Authors
Ashour, H. A. (Cairo, University Cairo, Egypt)
Sobel, L. H. (Westinghouse Electric Corp. Advanced Reactors Div., Madison, Pa., United States)
Date Acquired
August 11, 2013
Publication Date
November 1, 1980
Publication Information
Publication: Computers and Structures
Volume: 12
Subject Category
Structural Mechanics
Accession Number
81A17756
Funding Number(s)
CONTRACT_GRANT: NGR-36-004-065
Distribution Limits
Public
Copyright
Other

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