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A New Two-Step Method for Damage Identification in Beam Type Structure

机译:梁型结构损伤识别的一种新的两步方法

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A two-step method based on the difference of normalized strain mode combined with BP neural network for damage identification of cantilever structure is presented in this paper. The number and location of the crack is identified from the difference between the normalized strain mode of the intact and cracked beams in the first step. Then, the structural damage degree is identified using BP neural network. To verify the effectiveness and efficiency of the two-step method in this paper, the simulation model of the cantilever beam structure is established using MATLAB software. Both single crack and double cracks recognition are simulated, the damage identification result is compared with the transfer matrix method. Compared with transfer matrix equation method, the two-step method presented in this paper has higher recognition accuracy and lower computational cost. After that, the damage identification experiments of single crack and double crack aluminum alloy cantilever structure based on PVDF sensors array were conducted. Simulation and experimental results showed that the proposed two-step method in this paper is versatile for both single crack and multiple cracks identification.
机译:本文介绍了基于标准化应变模式差异与悬臂结构损坏造成悬臂结构损伤造成突出损伤造成的两步法。裂缝的数量和位置是从第一步中完整和裂纹梁的标准化应变模式之间的差异识别。然后,使用BP神经网络识别结构损伤程度。为了验证本文两步方法的有效性和效率,使用MATLAB软件建立了悬臂梁结构的仿真模型。模拟了单裂纹和双裂纹识别,将损坏识别结果与转移矩阵法进行比较。与传输矩阵方程法相比,本文中呈现的两步方法具有较高的识别精度和较低的计算成本。此后,进行了基于PVDF传感器阵列的单裂纹和双裂纹铝合金悬臂结构的损伤识别实验。仿真和实验结果表明,本文所提出的两步方法对于单一裂缝和多个裂缝鉴定来说是多功能。

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