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Structural Condition Identification for Free Spanning Submarine Pipelines

机译:自由跨度海底管道的结构状态识别

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摘要

The operational performance of the free spanning submarine pipeline is closely related to the structural condition. However, due to the underwater environment and condition evolution, it is very difficult to exactly obtain the information about the structural condition of the free spanning submarine pipeline. In this paper, we propose a novel methodology to identify the structural condition with the vibration responses of the free spanning submarine pipelines. Firstly, the nonlinear kernel discirminant analysis (KDA) was adopted to identify the structural condition of the free spanning submarine pipelines. Secondly, the condition-sensitive features, such as natural frequencies, normalized frequencies and frequency change ratios, were proposed in the study. Finally, the feasibility and effectiveness of the proposed approach was numerically studied. The analytical results demonstrate that the proposed approach can identify effectively each condition of free span for on-line monitoring of the submarine pipelines.
机译:自由跨度海底管道的运行性能与结构条件密切相关。但是,由于水下环境和条件的演变,很难准确获得有关自由跨度海底管道结构状态的信息。在本文中,我们提出了一种新颖的方法来确定具有自由跨度海底管道振动响应的结构条件。首先,采用非线性核判别分析(KDA)来确定自由跨度海底管道的结构条件。其次,提出了条件敏感特征,如固有频率,归一化频率和频率变化率。最后,对所提方法的可行性和有效性进行了数值研究。分析结果表明,该方法可以有效识别海底管道在线监测的每个自由跨度条件。

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