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Experimental Ambient Vibration-based Structural Health Monitoring in Top-tensioned Risers

机译:基于实验环境的振动基于张紧立管的结构健康监测

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Risers are crucial components in offshore production systems, and failure of a riser can potentially cause catastrophic damage to the environment and significant loss of production. The early identification of damage in a riser is essential to prevent failure from occurring, and vibration-based structural health monitoring (SHM) methods may be a viable means of achieving this. This study seeks to determine if there is merit to the application of vibration-based SHM methods to identify damage in top-tensioned risers under wave loading. To that end, two SHM methods are proposed and applied to experimental data obtained from a riser model placed in a wave flume with damage simulated as pre-tension loss. The proposed methods utilize the shift of the first natural frequency of the riser for damage identification. In the first method, the natural frequency is obtained from a frequency response function relating the water surface elevation and acceleration response of the riser model. In the second method, an ambient response analysis method is applied. Both methods are able to identify the natural frequency shifts and there is potential for detection and severity assessment of damage.
机译:提升者是海上生产系统中的重要组成部分,提升者的失败可能会对环境造成灾难性的损害以及显着的生产损失。早期识别提升管的损伤对于防止发生故障是必不可少的,并且基于振动的结构健康监测(SHM)方法可能是实现这一目标的可行方法。本研究旨在确定是否存在适用于基于振动的SHM方法来识别波浪负荷下张紧立管的损坏。为此,提出了两种SHM方法并应用于从放置在波浪管中的提升模型获得的实验数据,其中损坏被模拟为张紧损失。所提出的方法利用提升器的第一自然频率的偏移进行损伤识别。在第一种方法中,从频率响应函数获得自频响应函数,与提升管模型的水表面升高和加速度响应有关。在第二种方法中,应用环境响应分析方法。两种方法都能够识别自然频率偏移,并且有可能对损坏的检测和严重程度评估。

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