2012
DOI: 10.1016/j.jsv.2011.09.021
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Vibrations of post-buckled rods: The singular inextensible limit

Abstract: The small-amplitude in-plane vibrations of an elastic rod clamped at both extremities are studied. The rod is modeled as an extensible, shearable, planar Kirchhoff elastic rod under large displacements and rotations, and the vibration frequencies are computed both analytically and numerically as a function of the loading. Of particular interest is the variation of mode frequencies as the load is increased through the buckling threshold. While for some modes there are no qualitative changes in the mode frequenc… Show more

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Cited by 44 publications
(43 citation statements)
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“…To determine eigenfunctions, we are only interested in non-trivial solutions. These exist if and only if the corresponding determinant vanishes, which can be re-arranged to [47] τ 0 2Ω = cosh α + cos α − − 1 sinh α + sin α − .…”
Section: Appendix C Linear Stability At Zero Voltagementioning
confidence: 99%
“…To determine eigenfunctions, we are only interested in non-trivial solutions. These exist if and only if the corresponding determinant vanishes, which can be re-arranged to [47] τ 0 2Ω = cosh α + cos α − − 1 sinh α + sin α − .…”
Section: Appendix C Linear Stability At Zero Voltagementioning
confidence: 99%
“…While this is true for objects with arbitrarily small thickness, any real object has a finite, if small thickness, and so is, to a certain extent, extensible. The effect of finite extensibility on the buckling of the classical Elastica has been studied by a number of authors [17,18,19]. These analyses reveal that the crucial parameter governing the importance of extensibility is the ratio of the thickness, t, and total length, L tot , of the beam or, equivalently, the von Kármán number, γ = t 2 /(12L 2 tot ).…”
Section: Introductionmentioning
confidence: 99%
“…Note that even though the undulated beam model [16] is relatively easy to use, it is only applicable when the beam is slightly undulated, otherwise significant error will be induced. Since serpentine interconnects usually exhibit severely undulated geometry incorporated by the presence of the additional winding parameter, the elastica model must be used to determine its deformation [20,15] and its dynamic behaviour [21].…”
Section: Numerical Studymentioning
confidence: 99%