On the effect of twist angle on nonlinear galloping of suspended cables

Angelo Luongo (1) , Daniele Zulli (1) , Giuseppe Piccardo (2)

1 DICEAA - Dipartimento di Ingegneria Civile, Edile-Architettura, Ambientale
2 DICCA - Dipartimento di Ingegneria Civile, Chimica e Ambientale [Genova]

A nonlinear model of cable, able to twist, is formulated. For small sag-to-length ratios (e.g. 1/10) and technical parameter values proper to electrical transmission lines, the motion is ruled by the classical equations of the perfectly flexible cable, plus a further equation governing the twist evolution. A two degree-of-freedom system is successively obtained via a Galerkin procedure. The relevant nonlinear ODE's are dealt with a Multiple Scale approach, under 2:1 internal resonance condition and no resonance conditions, in order to investigate Hopf bifurcations and post-critical behaviors. All the numerical results are compared with those furnished by the flexible model, and the influence of twist is discussed.

Domaines: Autre

Angelo Luongo, Daniele Zulli, Giuseppe Piccardo. On the effect of twist angle on nonlinear galloping of suspended cables. Computers & Structures, 2009, 87 (15-16), pp.1003-1014. ⟨hal-00788461⟩