Technical Papers
Jan 30, 2023

Galloping Mechanism of a Closely Tuned 3-DOF System Considering Aerodynamic Stiffness

Publication: Journal of Structural Engineering
Volume 149, Issue 4

Abstract

The galloping problem of a three-degree-of-freedom (3-DOF) system with strongly coupled vertical-horizontal-torsional motions has drawn wide attention due to the high risk of galloping and subsequent serious damages caused, but the galloping mechanism remains unclear because of the complex interaction of structural coupled motion and aerodynamic forces. In the present work, a 3-DOF system with close frequencies in three directions was analyzed to reveal the galloping mechanism under a strongly coupled motion. Based on quasi-steady theory, theoretical models of a 3-DOF system with a single section and multiple subsections were studied by using a perturbation method based on order analysis, and a galloping stability criterion considering aerodynamic stiffness and small-frequency detuning was established. This criterion reveals the promoting mechanism of aerodynamic stiffness on galloping initiation. Galloping tests on a segmental 3-DOF model of an eight-bundled conductor with D-shaped ice accretion were conducted to examine the validity of the theoretical model and proposed galloping stability criterion under various wind conditions. For the strongly coupled system in the tests, aerodynamic stiffness was able to trigger galloping even under positive aerodynamic damping in all directions, which could be explained by the proposed criterion. Numerical examples were also employed to validate the proposed galloping stability criterion under attack angles of 0°–180°. The numerical study showed that aerodynamic stiffness can promote galloping regardless of attack angles, especially under high wind speeds. The results reveal the galloping mechanism of a strongly coupled 3-DOF system initiated by aerodynamic stiffness and provide a new insight into the prediction of galloping.

Practical Applications

Galloping can cause great damages to slender structures, especially transmission lines. Understanding the galloping mechanism is essential for researchers, engineers, and designers because the galloping mechanism is the foundation for antigalloping design. It has long been suspected that the structures with closely tuned frequencies are prone to galloping because the coupling effect between different directions is very strong theoretically. For example, bundled conductors are more likely to gallop compared with single conductors, and the close frequencies of bundled conductors have been considered as an important reason. However, whether the strong coupling effect can promote or suppress galloping remains unclear, because there is a lack of an analytical solution to clarify this galloping mechanism. This study answers the question of why structures with close frequencies are prone to galloping. With the proposed criterion, the prediction of galloping initiation is greatly simplified, and this can provide important information for antigalloping design. Engineers can know more easily the wind attack angles where galloping is likely to occur, and appropriate galloping-suppression measures can be adopted, such as separating frequencies and antigalloping devices for conductors with close frequencies.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The work described in this paper was partially supported by the National Natural Science Foundation of China (Project Nos. 51838012 and 51678525). This support is much appreciated.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 149Issue 4April 2023

History

Received: Jul 3, 2022
Accepted: Nov 29, 2022
Published online: Jan 30, 2023
Published in print: Apr 1, 2023
Discussion open until: Jun 30, 2023

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Ph.D. Graduated, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China. ORCID: https://orcid.org/0000-0003-1075-9689. Email: [email protected]
Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China (corresponding author). ORCID: https://orcid.org/0000-0003-4134-5294. Email: [email protected]
Jiang Yu, Ph.D. [email protected]
Ph.D. Graduated, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China; Manager, Quzhou Fengguang Real Estate Co., Ltd., 333 Jiuhuabei St., Quzhou 324000, China. Email: [email protected]
Associate Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China. Email: [email protected]

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