DYNAMICS OF SHALLOW CABLES UNDER TURBULENT WIND: A NONLINEAR FINITE ELEMENT APPROACH

Author:

IMPOLLONIA NICOLA1,RICCIARDI GIUSEPPE2,SAITTA FERNANDO1

Affiliation:

1. Dipartimento ASTRA, Università di Catania, 96100 Siracusa, Italy

2. Dipartimento di Ingegneria Civile, Università di Messina, 98166 Messina, Italy

Abstract

In classic cable theory, vibrations are usually analyzed by writing the equations of motion in the neighborhood of the initial equilibrium configuration. Furthermore, a fundamental difference exists between out-of-plane motions, which basically corresponds to the linear behavior of a taut string and in-plane motion, where self-weight determines a sagged initial profile. This work makes use of a continuous approach to establish the initial shape of the cable when it is subjected to wind or fluid flow arbitrarily directed and employed a novel nonlinear finite element technique in order to investigate the dynamics present around the initial equilibrium shape of the cable. Stochastic solutions in the frequency domain are derived for a wind-exposed cable after linearization of the problem. By applying the proper orthogonal decomposition (POD) technique with the aim of reducing computational effort, an approach to simulate modal wind forces is proposed and applied to the nonlinear equations of motion.

Publisher

World Scientific Pub Co Pte Lt

Subject

Applied Mathematics,Mechanical Engineering,Ocean Engineering,Aerospace Engineering,Building and Construction,Civil and Structural Engineering

Cited by 6 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Dynamic Simulation of a Dual-Cable Parallel Winding Hoisting System with Flexible Guides;International Journal of Structural Stability and Dynamics;2021-10-20

2. Probabilistic Solutions of the In-Plane Nonlinear Random Vibrations of Shallow Cables Under Filtered Gaussian White Noise;International Journal of Structural Stability and Dynamics;2018-03-28

3. A procedure for the static analysis of cable structures following elastic catenary theory;International Journal of Solids and Structures;2014-04

4. DERAILMENT RISK ANALYSIS OF A TILTING RAILWAY VEHICLE MOVING OVER IRREGULAR TRACKS UNDER WIND LOADS;International Journal of Structural Stability and Dynamics;2013-10-21

5. PARAMETRIC VIBRATION OF STAY CABLES UNDER AXIAL NARROW-BAND STOCHASTIC EXCITATION;International Journal of Structural Stability and Dynamics;2013-10-21

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