海上桁架结构疲劳监测的应变响应估计

Peng Ren, Zhi Zhou
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引用次数: 16

摘要

由于风、浪、流的长期循环力学行为,疲劳损伤积累是海洋工程中的一个突出问题。海上桁架结构的疲劳监测受到现有应变传感器的成本和技术的限制。针对没有可用传感器的结构构件的应变响应估计问题,提出了一种基于三种状态空间公式和卡尔曼滤波(KF)的应变响应估计策略。针对大型工程结构,提出了一种基于应变模态坐标的状态空间模型。采用基于确定性激励和随机激励的数值模拟对理论方法进行了评价。该算法可与现有的疲劳监测系统集成,作为预警工具。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Strain response estimation for the fatigue monitoring of an offshore truss structure

Fatigue damage accumulation is an outstanding issue in ocean engineering due to long-term cyclic mechanical behaviours resulting from wind, waves and currents. Fatigue monitoring of offshore truss structures has been limited by the costs and techniques of current strain sensors. Aiming to estimate the unmeasured response of structural members, for which there are no available sensors, this paper proposes a strain response estimation strategy using three types of state-space formulations and a Kalman Filtering (KF) process. A strain modal coordinate based state-space model was developed, especially for large engineering structures. The theoretical approaches were evaluated using the numerical simulations based on deterministic and stochastic excitations. The algorithm can be integrated with the existing fatigue monitoring system as an early warning tool.

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