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Mechanical and thermal buckling of thin filmsPaspuleti, Suma. January 2005 (has links)
Thesis (M.S.)--University of Missouri-Columbia, 2005. / The entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file viewed on (July 14, 2006) Includes bibliographical references.
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Distortional buckling in steel I-girdersBurrell, Geoffrey Scott. January 2007 (has links)
Thesis (M.C.E.)--University of Delaware, 2007. / Principal faculty advisor: Jennifer Righman McConnell, Dept. of Civil & Environmental Engineering. Includes bibliographical references.
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Buckling of graded coatings-A continuum model /Chiu, Tz-Cheng, January 1999 (has links)
Thesis (Ph. D.)--Lehigh University, 2000. / Includes vita. Includes bibliographical references (leaves 154-162).
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An investigation into some problems of elastic stabilityGiudici, S. January 1963 (has links)
No description available.
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Plastic behaviour and buckling of rolled structural steel members under compression and bendingIrvine, Edward Charles Fordyce January 1963 (has links)
This research into the properties of a 5"x5"x16lb W.F., A 36 Steel, rolled structural member was undertaken to determine the following:
i - Yield stress distribution over the cross section of the member as determined by coupon tests.
ii - Development of strain over the cross section of the member, as measured by electric strain gauges, when subjected to a) Axial loading, b) Bending Moment.
iii - The effect of previous loading of a member as a column into the region of yielding on its subsequent behaviour as a beam loaded to failure.
The following results were obtained:
i - Yield stress, particularly the upper yield stress was not uniform over the cross section.
ii - The strain distribution in the plastic range was not uniform and varied from cross section to cross section and even at closely adjacent points on the same cross section.
iii - Failure of the member, due to inadequate lateral support when loaded as a column, occurred before complete yielding was achieved. The effect of this previous loading on the subsequent behaviour of the member as a beam loaded to failure was inconclusive. / Applied Science, Faculty of / Civil Engineering, Department of / Graduate
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Inelastic buckling of sandwich platesWong, Yim-Hung Harry. January 1981 (has links)
No description available.
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Local buckling of large round HSS columns at simple beam connectionsSalvatore, Mario. January 1984 (has links)
No description available.
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Lateral buckling of beams with web holesLam, Cheuk-wing. January 1984 (has links)
No description available.
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Inelastic buckling of plates by finite difference methodGuran-Savadkuhi, Ardeshir. January 1981 (has links)
No description available.
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An extension to classical lamination theory for buckling and vibration of functionally graded platesCatanho, R.V. 08 1900 (has links)
A research report submitted to the Faculty of Engineering and the Built Environment, University of the Witwatersrand, Johannesburg, in partial fulfilment of the requirements for the degree of Master of Science in Engineering, August 2019 / An extension to classical lamination theory (CLT) is presented to analyse the natural fre-
quencies and critical buckling loads of simply supported functionally graded plates. The
variation of the through-thickness properties of the plate is governed by a power law which
is subsequently represented by a polynomial series of su cient order and varies according
to the law of mixtures or the Mori-Tanaka Homogenization method. The sti ness matrices
are found, from which the position of the neutral plane is established which allows for the
governing equations for the natural frequency and critical buckling load to be derived using
the Rayleigh-Ritz method. The natural frequency and critical buckling loads are determ-
ined for various volume indices, aspect and span ratios and the accuracy thereof is validated against 2D, 3D and quasi-3D solutions found in literature. A comparison with CLT found
that the present study produces natural frequencies and critical bucking loads which are more
accurate and which converge faster than CLT. / NG (2020)
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