Negative-stiffness Inerter-based Outrigger-Cable-Lever-Dampers for towers

IF 9.4 1区 工程技术 Q1 ENGINEERING, MECHANICAL International Journal of Mechanical Sciences Pub Date : 2025-02-15 Epub Date: 2025-02-08 DOI:10.1016/j.ijmecsci.2025.110049
Ning Su , Jing Bian , Zhihe Zhang , Cong Zeng , Zhaoqing Chen , Yi Xia
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Abstract

To mitigate hazardous vibrations on slender tower structures, a Negative-stiffness Inerter-based Outrigger-Cable-Lever-Damping (NIOCLD) system is proposed. The NIOCLD is composed of an outrigger, a lever, a pair of cables and negative-stiffness inerter-based (NI) dampers. The vibration-induced bending rotation of the primary tower is firstly converted into vertical direction by the outrigger. Transmitted by the cables, amplified by the lever, and finally, the vibration is dissipated by the NI dampers. The optimal parameters of the NIOCLD system were analytically derived based on H-norm, damping enhancement, and pole-based optimization approaches. The parametric values, applicable scopes, dynamic and static performances of these solutions are systematically compared to provide insights for the practical design. Finally, the effectiveness was validated by a practical steel-concrete hybrid wind turbine tower against seismic and wind hazards. As the NIOCLD adopts the negative-stiffness and inerter elements, it exhibits superior energy dissipation performance compared to the Inerter-based Outrigger-Cable-Lever-Damping (IOCLD) system without negative-stiffness, and amplifying damping transfer system (ADTS) without negative-stiffness or inerter. The proposed NIOCLD can dissipate more energy proportion, produce larger damping force with less stroke. Due to the high-performance and practical feasibility, the NIOCLD is especially suitable for vibration control of slender tower structures.

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塔用负刚度基于惯性的外伸-拉杆阻尼器
为了减轻细长塔结构的危险振动,提出了一种基于负刚度隔振器的外伸-索-杠杆阻尼系统。NIOCLD由支腿、杠杆、一对电缆和负刚度基于干涉(NI)的阻尼器组成。主塔的振动弯曲转动首先通过支腿转化为垂直方向。振动由电缆传递,由杠杆放大,最后由NI阻尼器消散。基于h范数、阻尼增强和极点优化方法,解析推导了NIOCLD系统的最优参数。系统比较了各方案的参数值、适用范围、动静态性能,为实际设计提供参考。最后,通过实际的钢-混凝土混合风塔对地震和风力灾害的有效性进行了验证。由于NIOCLD采用了负刚度和干涉器元件,因此与无负刚度的基于干涉器的外伸索-杠杆阻尼(IOCLD)系统和无负刚度和干涉器的放大阻尼传递系统(ADTS)相比,NIOCLD具有更好的耗能性能。所提出的NIOCLD能以更小的行程耗散更多的能量,产生更大的阻尼力。由于其高性能和实际可行性,NIOCLD特别适用于细长塔结构的振动控制。
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来源期刊
International Journal of Mechanical Sciences
International Journal of Mechanical Sciences 工程技术-工程:机械
CiteScore
12.80
自引率
17.80%
发文量
769
审稿时长
19 days
期刊介绍: The International Journal of Mechanical Sciences (IJMS) serves as a global platform for the publication and dissemination of original research that contributes to a deeper scientific understanding of the fundamental disciplines within mechanical, civil, and material engineering. The primary focus of IJMS is to showcase innovative and ground-breaking work that utilizes analytical and computational modeling techniques, such as Finite Element Method (FEM), Boundary Element Method (BEM), and mesh-free methods, among others. These modeling methods are applied to diverse fields including rigid-body mechanics (e.g., dynamics, vibration, stability), structural mechanics, metal forming, advanced materials (e.g., metals, composites, cellular, smart) behavior and applications, impact mechanics, strain localization, and other nonlinear effects (e.g., large deflections, plasticity, fracture). Additionally, IJMS covers the realms of fluid mechanics (both external and internal flows), tribology, thermodynamics, and materials processing. These subjects collectively form the core of the journal's content. In summary, IJMS provides a prestigious platform for researchers to present their original contributions, shedding light on analytical and computational modeling methods in various areas of mechanical engineering, as well as exploring the behavior and application of advanced materials, fluid mechanics, thermodynamics, and materials processing.
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