首页> 外文会议>SMASIS2010;ASME conference on smart materials, adaptive structures and intelligent systems >FATIGUE LIFE MONITORING OF METALLIC STRUCTURES BY DECENTRALIZED RAINFLOW COUNTING EMBEDDED IN A WIRELESS SENSOR NETWORK
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FATIGUE LIFE MONITORING OF METALLIC STRUCTURES BY DECENTRALIZED RAINFLOW COUNTING EMBEDDED IN A WIRELESS SENSOR NETWORK

机译:无线传感器网络中的分散流向计数对金属结构的疲劳寿命监测

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Fatigue is one of the most widespread damage mechanisms found in metallic structures. Fatigue is an accumulated degradation process that occurs under cyclic loading, eventually inducing cracking at stress concentration points. Fatigue-related cracking in operating structures is closely related with statistical loading characteristics, such as the number of load cycles, cycle amplitudes and means. With fatigue cracking a prevalent failure mechanism of many engineered structures including ships, bridges and machines, among others, a reliable method of fatigue life estimation is direly needed for future structural health monitoring systems. In this study, a strategy for fatigue life estimation by a wireless sensor network installed in a structure for autonomous health monitoring is proposed. Specifically, the computational resources available at the sensor node are leveraged to compress raw strain time histories of a structure into a more meaningful and compressed form. Simultaneous strain sensing and on-board rainflow counting are conducted at individual wireless sensors with fatigue life prediction made using extracted amplitudes and means. These parameters are continuously updated during long-term monitoring of the structure. Histograms of strain amplitudes and means stored in the wireless sensor represent a highly compressed form of the original raw data. Communication of the histogram only needs to be done by request, dramatically reducing power consumption in the wireless sensing network. Experimental tests with aluminum specimens in the laboratory are executed for verification of the proposed damage detection strategy.
机译:疲劳是在金属结构中发现的最广泛的损坏机制之一。疲劳是在循环载荷下发生的累积降解过程,最终在应力集中点引起裂纹。操作结构中与疲劳相关的裂纹与统计载荷特性(例如载荷循环数,循环幅度和均值)密切相关。随着疲劳破裂,包括轮船,桥梁和机器在内的许多工程结构的普遍失效机制,未来的结构健康监测系统迫切需要可靠的疲劳寿命估算方法。在这项研究中,提出了一种通过安装在用于自主健康监控的结构中的无线传感器网络估算疲劳寿命的策略。具体地,利用传感器节点处可用的计算资源来将结构的原始应变时间历史压缩为更有意义和压缩的形式。在各个无线传感器上同时进行应变传感和车载雨水计数,并使用提取的幅度和手段进行疲劳寿命预测。在长期监视结构期间,这些参数会不断更新。存储在无线传感器中的应变振幅直方图和均值表示原始原始数据的高度压缩形式。直方图的通信仅需要根据请求进行,从而大大降低了无线传感网络中的功耗。在实验室中用铝标本进行了实验测试,以验证所提出的损坏检测策略。

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