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Title
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Stability of Elastic Equilibrium
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Date
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1970
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Index Abstract
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Not Available
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Photo Quality
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Not Needed
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Report Number
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AFFDL TR 70-25
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Corporate Author
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Stanford University Department of Aeronautics and Astronautics
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Laboratory
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Air Force Flight Dynamics Laboratory
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Extent
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322
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Identifier
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AD0704124
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Access Rights
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Distribution of this document is unlimited
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Distribution Classification
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1
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DTIC Record Exists
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No
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Distribution Change Authority Correspondence
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None
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Date Modified
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Scanned by request 1/10/2006 submitted by a Private Citizen (No Affiliation Known)
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Abstract
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A general theory of elastic stability is presented. In contrast to previous works in the field, the present analysis is augmented by an investigation of the behavior of the buckled structure in the immediate neighborhood of the bifurcation point. This investigation explains why some structures, e.g., a flat plate supported along its edges and subjected to thrust in its plane, are capable of carrying loads considerably above the buckling load, while other structures, e.g., an axially loaded cylindrical shell, collapse at loads far below the theoretical critical load.
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Report Availability
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Full text available
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Is Referenced By
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Orlando, D. Bautista Gonclaves, P. Rega, G. & Lenci, S., "Nonlinear Dynamics and Sensitivity to Imperfections in Augusti's Model", Journal of Mechanics of Materials and Structures, 6:7-8. p. 1065-1078, 2011
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Mesnil, Romain, Cyril Douthe, Oliver Baverel, Bruno Leger, "Linear buckling of quadrangular and kagome gridshells: A comparative assessment", Engineering Structures, 132, p. 337-348, 2017
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Christensen, Claus Dencker and Esben Byskov, "An Enhanced Asymptotic Expansion for the Stability of Nonlinear Elastic Structures", Journal of Mechanics of Materials and Structures, 5:6, p. 925-961, 2010
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Tiiro, Juho-Pekka, "Nonlinear structural analysis of concrete bridge pylon", 2017, https://core.ac.uk/reader/145239665
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Date Issued
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1970-02
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Provenance
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Lockheed Martin Missiles & Fire Control
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Type
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report
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Format
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1 online resource
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Creator
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Koiter, Warner Tjardus