Semi-active control of vortex-induced vibration in long stay cable based on adaptive compensation sliding mode control

IF 5.6 1区 工程技术 Q1 ENGINEERING, CIVIL
Chunguang Li , Xu Chen , Yan Han , Bangrong Yuan , Kai Li , Peng Hu
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引用次数: 0

Abstract

With the increase in cable length, previous studies have shown that long stay cables experience high-mode vortex-induced vibration (VIV) frequently at the normal wind velocities, which are prone to fatigue damage on the anchorage end of the cable. Compared to the limitations posed by passive dampers in multi-mode vibration control, the semi-active magnetorheological (MR) dampers operated by intelligent controllers exhibit superior performance for long stay cables. This paper establishes a time-domain model to solve the VIV response based on the vibration equation of the cable and the coupling equation of the modified wake oscillator. A novel semi-active control strategy is proposed based on the adaptive compensation sliding mode control (ACSMC), which integrates both simple adaptive control (SAC) and sliding mode control (SMC). It dynamically adjusts parameters in real time according to the varying vibration response and then employs a semi-active MR damper to mitigate the VIV responses of long cables. An inverse model of MR damper is developed through the real-time force tracking method. The model determines the command current of MR damper using data from configured displacement and velocity sensors, along with the optimal control force. Finally, the control efficiency and robustness of the proposed control strategy are assessed taking a 454.1 m long stay cable as a numerical simulation. The responses of single-mode and multi-mode VIV are calculated to compare with the optimal passive control and semi-active control based on linear quadratic regulator (LQR). The results demonstrate that the ACSMC-based semi-active control strategy outperforms both the optimal passive control and LQR-based semi-active control. Moreover, the measurement noise of sensors in the control feedback loop, the abrupt change of structure parameters and load conditions have a negligible impact on control performance. The ACSMC-based semi-active control strategy nearly reaches the level of direct active control with minimal feedback requirements, demonstrating its potential in multi-mode vibration control. The strategy proposed can provide reliable support and reference for the semi-active control of long cables.
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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
期刊介绍: Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed. The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering. Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels. Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.
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