基于柔度改变的分阶段损伤识别方法研究

冯晓彤1,2郭毅1

南京林业大学学报(自然科学版) ›› 2006, Vol. 30 ›› Issue (S1) : 76-78.

南京林业大学学报(自然科学版) ›› 2006, Vol. 30 ›› Issue (S1) : 76-78. DOI: 10.3969/j.jssn.1000-2006.2006.07.023
研究论文

基于柔度改变的分阶段损伤识别方法研究

  • 冯晓彤1,2郭毅1
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Study of Structural Damage Identification by Step Based on Flexibility Change

  • FENG Xiao-tong,GUO Yi
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摘要

<正>利用测量模态参数建立结构柔度矩阵来确定结构损伤的具体位置,然后应用神经网络技术对损伤部位进行程度识别。通过对一个简支梁的仿真计算表明,柔度矩阵差值法能准确识别损伤位置,且只用差值中最具识别特征的4个值作为输入向量即能取得较好的程度识别精度要求。

Abstract

A method of structural damage identification by step was introduced. Flexibility used to locate structural damage was established with a few modal parameters of structure. Then damage extent was identified with neural network technique. A simply supported beam was used for simulation. The Method of flexibility differences can identify damage location accurately. Four numbers for characteristic recognition in differential flexibility as input vec- tors were accurate enough to identify the damage extent.

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冯晓彤1,2郭毅1. 基于柔度改变的分阶段损伤识别方法研究[J]. 南京林业大学学报(自然科学版). 2006, 30(S1): 76-78 https://doi.org/10.3969/j.jssn.1000-2006.2006.07.023
FENG Xiao-tong,GUO Yi. Study of Structural Damage Identification by Step Based on Flexibility Change[J]. JOURNAL OF NANJING FORESTRY UNIVERSITY. 2006, 30(S1): 76-78 https://doi.org/10.3969/j.jssn.1000-2006.2006.07.023
中图分类号: U441   

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