基于加速度响应相关性的结构损伤识别方法

闫维明;顾大鹏;陈彦江;杨小森

振动与冲击 ›› 2013, Vol. 32 ›› Issue (14) : 82-86.

PDF(2075 KB)
PDF(2075 KB)
振动与冲击 ›› 2013, Vol. 32 ›› Issue (14) : 82-86.
论文

基于加速度响应相关性的结构损伤识别方法

  • 闫维明 1, 顾大鹏 1,陈彦江 1,杨小森2
作者信息 +

A Method for Damage Detection Based on Correlation Characteristic of Acceleration Response

  • Yan Weiming 1 Gu Dapeng 1 Chen Yanjiang Yang Xiaosen 2
Author information +
文章历史 +

摘要

通过推导证明了加速度响应的相关特性包含结构的模态信息,与结构损伤的程度和位置相关,提出加速度响应相关特性作为结构损伤因子的损伤识别方法,以该指标作为BP神经网络神经元,判断结构的损伤程度和损伤位置。利用有限元分析证明了该方法的有效性,通过试验研究验证了该方法的适用性。

Abstract

A damage detection method using BP neural network based on a novel damage index, the correlation characteristic of the acceleration response, is proposed, and is evaluated through the FEM simulation and experiment verification. On the basis of achievements in existence, the feasibility of using the correlation characteristic as damage index is validated theoretically. The damage detection for a simple-supported beam using the proposed method was FEM simulated. The results showed that the trained BP neural network can correctly detect the location and extent of damages in both single damage case and multi-damage case. A model test of a reinforced concrete simple-supported beam was performed to verify the validity and efficiency of the damage detection method. From the results of the model test, it is shown that the trained BP neural network can correctly locate the damage mostly detect the extent of damage. A conclusion is given that the novel damage detection method using the correlation characteristic of the acceleration response as damage index is feasible and efficient.

关键词

损伤识别 / 加速度响应 / 相关性 / 模型试验 / 神经网络

Key words

damage detection / acceleration response / correlation characteristic / neural network / model test

引用本文

导出引用
闫维明;顾大鹏;陈彦江;杨小森. 基于加速度响应相关性的结构损伤识别方法[J]. 振动与冲击, 2013, 32(14): 82-86
Yan Weiming Gu Dapeng Chen Yanjiang Yang Xiaosen . A Method for Damage Detection Based on Correlation Characteristic of Acceleration Response[J]. Journal of Vibration and Shock, 2013, 32(14): 82-86

PDF(2075 KB)

Accesses

Citation

Detail

段落导航
相关文章

/