J
Joe G. Eisley
Researcher at University of Michigan
Publications - 13
Citations - 511
Joe G. Eisley is an academic researcher from University of Michigan. The author has contributed to research in topics: Beam (structure) & Harmonic balance. The author has an hindex of 8, co-authored 13 publications receiving 497 citations.
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Nonlinear vibration of beams and rectangular plates
TL;DR: In this paper, einfluss von Vorspannungen auf die freien und erzwungenen nichtlinearen Schwingungen von Balken and rechteckigen Platten wird mittels einer einfachen Erweiterung der Losungen fur Falle ohne VorsPannung untersucht.
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A Multiple Degree-of-Freedom Approach to Nonlinear Beam Vibrations
James A. Bennett,Joe G. Eisley +1 more
TL;DR: In this paper, the steady-state free and forced response and stability for large amplitude motion of a beam with clamped ends is investigated, and a multimode analytical and numerical technique is used to obtain theoretical solutions for both response and stabilisation.
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Large amplitude vibration of buckled beams and rectangular plates
TL;DR: For the case of similar flows in the plane of symmetry of an inclined axisymmetric body with zero streamwise pressure gradient and insulated walls, the following conditions prevail: e\ = 1, e» = r(x), KI = 0, ft = 0 and dgr/d^ = 0.
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Non-planar, non-linear oscillations of a beam—I. Forced motions
TL;DR: In this paper, large amplitude whirling motions of a simply supported beam constrained to have a fixed length are investigated, taking into account bending in two planes and longitudinal deformations, using the method of harmonic balance, response curves for certain planar and nonplanar steady state, forced motions are obtained.
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Non-planar, non-linear oscillations of a beam II. Free motions
TL;DR: In this article, large amplitude whirling motions of a simply supported beam constrained to have a fixed length are investigated, taking into account bending in two planes and longitudinal deformations, using the method of harmonic balance, response curves for certain planar and nonplanar steady state, forced motions are obtained.