考虑多腔颗粒阻尼器放置效应的管道结构水平振动控制机理及优化

IF 5 2区 工程技术 Q1 ENGINEERING, CIVIL
Jian-yang Xue, Yi-meng Zhao, Bao-shun Wang, Yan-bo Bu, Peng Pan
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引用次数: 0

摘要

管道振动是造成结构疲劳和泄漏事故的主要原因,会造成重大的经济损失和环境危害。粒子阻尼器在抑制管道振动方面已经证明了很强的有效性。然而,现有的管道振动控制研究在很大程度上忽略了颗粒阻尼器放置的影响,限制了其实际工程应用。针对这一挑战,以具有高阻尼效果的多腔粒子阻尼器(MPD)为研究对象。首先开发了包含放置效应的mpd控制管道的力学模型,以及创新的仿真方法。随后进行了水平振动控制试验,验证了力学模型的准确性。研究了MPD参数和放置位置对阻尼性能的影响,得到了MPD的最佳参数和放置位置。最后,提出了多模态宽带激励下mpd控制管道的优化设计过程。结果表明,mpd在共振激励下表现出明显的阻尼效应,阻尼率高达97.31%。此外,调整mpd的位置可以有效地提高非谐振激励下的阻尼性能。通过优化低阶模态宽带激励下MPD的参数和布置,可以显著提高MPD在多模态宽带激励下的性能。提出的优化设计流程为复杂工况下基于mpd的管道振动控制方案设计提供了科学依据。提出了一种考虑阻尼器位置影响的mpd控制管道的力学模型。验证了MPD对被控管道多阶模态的显著阻尼效应。探讨MPD位移对其减振效果的影响。提出了一种多模态宽带激励下mpd控制管道的优化方法。探讨了mpd控制管道的振动控制设计。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Horizontal Vibration Control Mechanism and Optimization for Pipeline Structures with the Placement Effect of Multi-Cavity Particle Damper

Horizontal Vibration Control Mechanism and Optimization for Pipeline Structures with the Placement Effect of Multi-Cavity Particle Damper

Pipeline vibrations are a major contributor to structural fatigue and leakage incidents, resulting in significant economic losses and environmental hazards. Particle dampers have demonstrated strong effectiveness in suppressing pipeline vibrations. However, existing research on pipeline vibration control has largely overlooked the impact of the placement of particle dampers, limiting their practical engineering applications. To address this challenge, the multi-cavity particle damper (MPD) with high damping effect is taken as the research object. A mechanical model of an MPD-controlled pipeline incorporating placement effects was first developed, alongside an innovative simulation methodology. Subsequently, horizontal vibration control tests were conducted to validate the accuracy of the mechanical model. The effects of MPD parameters and placement on the damping performance were then investigated, and the optimal parameters and placement were obtained. Finally, an optimization design process was proposed for MPD-controlled pipelines under multi-modal broadband excitation. The results indicate that MPDs exhibit a significant damping effect under resonant excitation, achieving a damping rate of up to 97.31%. Additionally, adjusting the placement of MPDs can effectively enhance damping performance under non-resonant excitation. By optimizing MPD parameters and placement under low-order modal broadband excitation, the performance of MPDs under multi-modal broadband excitation can be significantly improved. The proposed optimization design process provides a scientific basis for designing MPD-based vibration control solutions for pipelines operating under complex conditions.

Summary

  • Proposing a mechanical model of an MPD-controlled pipeline, incorporating the effects of damper placement.

  • Validating the significant damping effect of the MPD on multi-order modes of the controlled pipeline.

  • Exploring the influence of MPD displacement on its vibration reduction effect.

  • Proposing an optimization method for the MPD-controlled pipeline under multi-modal broadband excitation.

  • Discussing the vibration control design for the MPD-controlled pipeline.

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来源期刊
Earthquake Engineering & Structural Dynamics
Earthquake Engineering & Structural Dynamics 工程技术-工程:地质
CiteScore
7.20
自引率
13.30%
发文量
180
审稿时长
4.8 months
期刊介绍: Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following: ground motions for analysis and design geotechnical earthquake engineering probabilistic and deterministic methods of dynamic analysis experimental behaviour of structures seismic protective systems system identification risk assessment seismic code requirements methods for earthquake-resistant design and retrofit of structures.
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