Abstract

The critical aeroelastic behavior of horizontal, suspended, and shallow cables is analyzed via a continuous model accounting for both external and internal damping. Quasi-steady aerodynamic forces are considered, including their stationary contribution (mean wind force). This latter induces a rotation of the cable (steady swing) around the line connecting the suspension points, together with a deformation of the initial equilibrium profile under self-weight. First, by using perturbation methods, the nontrivial equilibrium configuration is analytically determined as a nonlinear function of the wind velocity. Then, the wind critical values at which bifurcations take place and the corresponding modal shapes are determined by solving a boundary value problem in the complex field. Numerical investigations are carried out to validate the perturbation solution. A preliminary nonlinear galloping analysis is also performed to verify the galloping onset in terms of non-trivial equilibrium path and critical modes. The nonlinear terms related to the fundamental path, from which bifurcations take place, play a key role revealing new insights. They are able to heavily influence the system bifurcation, making unstable configurations which instead would be aerodynamically stable without considering the effect of the mean wind force.

Highlights

  • Cables are widely used structures in civil and industrial applications

  • A static swing θ(U ) of the cable is induced, i.e., the cable swings to this new plane, which still passes through the line connecting the supports but is inclined of the angle θ(U ) with respect to the vertical one

  • This paper deals with the research of critical conditions of ice galloping in suspended cables

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Summary

Introduction

Cables are widely used structures in civil and industrial applications. They assume a fundamental role in the carrying capacity of suspended and stayed bridges, as well as in the realization of cable-cars, electrical transmission lines and many other structures. The role of the internal and external damping contributions is evaluated in [33], where in-plane galloping analysis of flexible cables is performed, pursuing a direct approach on the nonlinear pde’s of motion. In this paper, considering a perfectly flexible (i.e., with evanescent flexural stiffness) and torsionally rigid cable arranged horizontally, the influence of mean wind actions on ice galloping stability is carefully addressed in the context of a continuous approach. For this purpose, the structural model of cable is taken from [33], and here extended to possible occurrence of out-ofplane motions. Some final considerations are reported in the ending Sect. 6

Equations of motion
Internal and external damping forces
Aerodynamic forces
The equilibrium equations
The linear incremental equations
Evaluation of the swing angle
Evaluation of the static displacements
The critical wind velocity
Description of the case studies
Equilibrium configuration
Critical conditions
Nonlinear galloping
Conclusions and final remarks
Compliance with ethical standards
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