NONLINEAR DYNAMIC ANALYSIS OF A CABLE UNDER FIRST AND SECOND ORDER PARAMETRIC EXCITATIONS

Author:

Ouni Mohamed Hechmi El1,Kahla Nabil Ben2

Affiliation:

1. Laboratory of Systems and Applied Mechanics, Polytechnic School of Tunisia, University of Carthage, La Marsa, Tunisia

2. Department of Mechanical Engineering, Higher Institute of Applied Sciences and Technology of Sousse, University of Sousse, Tunisia

Abstract

It is well known that small periodic vibrations of a cable support through its axial direction produce large spectacular oscillations of the cable. This may occur when the frequency of the anchorage motion is close to the first natural frequency or twice the fundamental frequency of the cable. In this paper, a nonlinear dynamic study of a cable under first and second order parametric excitations is presented. The cable model takes into account sag as well as quadratic and cubic nonlinear couplings between in-plane and out-of-plane motions. As a numerical example, a single-d.o.f. planar model of a horizontal cable is used to study the effect of frequency and amplitude of excitation as well as the natural damping of the cable on its transient and steady state responses with a particular focus on the time needed to trigger first and second order parametric resonance.

Publisher

Vilnius Gediminas Technical University

Subject

Strategy and Management,Civil and Structural Engineering

Reference38 articles.

1. Non-linear oscillations of a four-degree-of-freedom model of a suspended cable under multiple internal resonance conditions

2. A non-linear model for the dynamics of an inclined cable

3. Bossens , F. 2001 . Amortissement actif des structures câblées: de la théorie à l'implémentation [Active damping of cable structures: from theory to implementation] . PhD thesis . Belgium : Free University of Brussels .

4. Bifurcations and chaos of an inclined cable

5. On non-linear free vibrations of an elastic cable

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