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Structural damage identification via multi-type sensors and response reconstruction

机译:通过多种类型的传感器识别结构损伤并进行响应重建

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摘要

One outstanding obstacle that hinders robust application of vibration-based damage identification to civil structures is that the number of sensors installed on a large civil structure is always limited, compared with the total degrees of freedom of the structure, so that the limited measured responses may not provide enough information for detecting local damage. Furthermore, developments in sensor technology make installation of heterogeneous sensors on a structure practical and feasible while every type of sensor has its own merits and drawbacks for damage identification. But the benefits of utilizing heterogeneous sensors in vibration-based damage identification have not been fully investigated. This study proposes a damage identification method by combining the response reconstruction technique with the response sensitivity-based finite element model updating method to address these issues. The number and location of heterogeneous sensors, such as accelerometers, displacement transducers, and strain gauges, are optimally and collectively determined in an optimization strategy to obtain the best reconstruction of multi-type responses of a structure using Kalman filter. After damage occurrence, radial basis function network is employed to predict the mode shapes using the modal properties extracted from the measurement data by experimental modal analysis method, and these modal properties are further used to reconstruct responses of the damaged structure. The reconstructed responses are finally used to identify the damage in terms of sensitivity-based finite element model updating. In every updating, the sparse regularization is employed to increase the identification accuracy. A simply supported overhanging steel beam composed of 40 elements serves as a numerical study to demonstrate the procedure and feasibility of the proposed method. The validation of this method is further conducted by laboratory test. Both simulation study and laboratory test show that the multi-sensing approach via response reconstruction does improve the identification accuracy of damage location and quantization considerably.
机译:阻碍将基于振动的损伤识别可靠地应用于民用建筑的一个突出障碍是,与大型建筑的总自由度相比,安装在大型民用建筑上的传感器的数量始终受到限制,因此有限的测量响应可能会受到限制。没有提供足够的信息来检测局部损坏。此外,传感器技术的发展使得在结构上安装异类传感器变得切实可行,而每种类型的传感器都有其自身的优缺点,以进行损伤识别。但是,尚未充分研究在基于振动的损伤识别中使用异构传感器的好处。这项研究提出了一种损伤识别方法,将响应重建技术与基于响应灵敏度的有限元模型更新方法相结合,以解决这些问题。异质传感器(例如加速度计,位移传感器和应变仪)的数量和位置在优化策略中得到了最佳和统一的确定,以便使用卡尔曼滤波器获得对结构的多类型响应的最佳重构。损伤发生后,采用径向基函数网络通过实验模态分析方法,利用从测量数据中提取的模态特性,预测模态形状,并将这些模态特性进一步用于重构损伤结构的响应。最终,根据基于灵敏度的有限元模型更新,重建的响应将用于识别损坏。在每次更新中,都采用稀疏正则化来提高识别精度。一个由40个单元组成的简单支撑的悬挑钢梁用作数值研究,以证明该方法的程序和可行性。通过实验室测试进一步进行该方法的验证。仿真研究和实验室测试均表明,通过响应重建的多传感方法确实大大提高了损伤位置和量化的识别精度。

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