单桩式海上风力涡轮机灌浆连接的微波结构健康监测:使用比例实验室演示器进行疲劳测试

Thomas Maetz, Jonas Kappel, M. Wiemann, Dirk Bergmannshoff, Manfred Hägelen, R. Jetten, Matthias Schmidt, Johannes Käsgen, Marco Jackel, J. Moll, Peter Kraemer, Viktor Krozer
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引用次数: 0

摘要

海上风力涡轮机在扩大清洁和可再生能源方面发挥着重要作用。然而,它们暴露在恶劣的海洋环境和动态载荷条件下,对其结构完整性构成了巨大挑战。特别是作为单桩和过渡件之间关键界面的灌浆连接,很容易出现开裂和颗粒冲刷,随着时间的推移,会导致灌浆侵蚀破坏稳定。在本文中,我们提出了一种基于阶跃频率连续波雷达的微波结构健康监测(SHM)方法,用于检测灌浆连接处的损坏情况。该方法利用超宽带(UWB)电磁波在 100 MHz 至 2 GHz 频率范围内的传播,微波在周围钢筒的引导下沿着混凝土类介质材料传播。为了验证这一概念,我们建造了一个按比例缩小的实验室演示器,真实模拟了全尺寸单桩所经历的动态负载。该结构配备了 UWB 雷达系统,使用两个发射天线和三个接收天线直接耦合到灌浆料中。为了进行验证,还安装了大量其他传感器,如加速度计、应变计和声发射传感器,并在疲劳试验期间进行同步测量。本文表明,所提出的 SHM 方法提供了一种无损和实时的方法,可直接、主动和自动地评估灌浆连接的结构完整性。这有可能为未来的预测性维护活动提供支持。
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Microwave Structural Health Monitoring of the Grouted Connection of a Monopile-Based Offshore Wind Turbine: Fatigue Testing Using a Scaled Laboratory Demonstrator
Offshore wind turbines play a significant role in the expansion of clean and renewable energy. However, their exposure to harsh marine environments and dynamic loading conditions poses significant challenges to their structural integrity. In particular, the grouted connection, serving as the crucial interface between the monopile and the transition piece, is susceptible to cracking and particle washout that can lead to destabilizing grout erosion over time. In this paper, we propose a microwave structural health monitoring (SHM) approach for damage detection in grouted connections based on a stepped-frequency continuous wave radar. The methodology exploits ultra-wideband (UWB) electromagnetic wave propagation in the frequency range from 100 MHz to 2 GHz, where the microwaves propagate along the concrete-type dielectric material guided by the surrounding steel cylinders. For the proof of concept, a scaled laboratory demonstrator was built that realistically models the dynamic loading experienced by a full-scale monopile. The structure was equipped with an UWB radar system using two transmitting and three receiving antennas directly coupled to the grout. For validation, a large number of other sensors, i.e., accelerometers, strain gauges, and acoustic emission sensors have also been installed and measured synchronously during the fatigue test. It is demonstrated here that the proposed SHM methodology offers a nondestructive and real-time method for assessing the structural integrity of the grouted connection directly, actively, and automatically. This has the potential to support predictive maintenance activities in the future.
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