期刊文献+

基于频率下降率的刚性路面脱空自适应神经网络识别研究 被引量:10

Study on Self-Adaptive Neural Network Identifying of Void on Rigid Pavement Based on Frequency Drawdown Ratio
原文传递
导出
摘要 为快速而又有效地进行无损检测 (NDT) ,探讨了动量系数和学习率自适应调整的神经网络算法 ,及刚性路面脱空识别特征参数的选取 ,提出以反映结构损伤位置和程度的频率下降率作为结构脱空识别的特征参数。利用有限元方法对刚性路面脱空进行数值模拟 ,同时采用声振法研究了刚性路面板声学特征变化的关系 ,分别获取训练样本数据 ,通过自适应神经网络对刚性路面脱空进行了识别研究。从中可以看出 ,采用频率下降率和自适应神经网络技术对刚性路面脱空进行缺陷识别分析具有较高的精度和可靠性。 The self-adaptive neural network about adjusting mom en tum vector and learning rate, and the selection of characteristic parameters of void identification on rigid pavement for nondestructive testing (NDT) fast and validly are discussed, and the frequency drawdown ratio as characteristic parame ters put forward in this paper. The training sample data are obtained through nu merical simulation of finite element Relation of acoustic signature changes of rigid pavement is studied by acoustic-vibration The problems about void on rigid pavement are identified by means of self-adaptive neural network. It can be proved from the examples that this method is precise and reliable T he bases of theory and experiments are guided for NDT of defect identifying of void on rigid pavement with acoustic signature inspection
出处 《公路》 北大核心 2004年第2期50-54,共5页 Highway
关键词 刚性路面 脱空识别 声学特征 特征参数 自适应神经网络 频率下降率 无损检测 路面板谐振子 rigid pavement identification of void acoustic sign at ure characteristic parameter self-adaptive neural network frequency drawdown ratio
  • 相关文献

参考文献13

  • 1AASHTO. Guide for design pavement structures [R].Washington DC: American Assotiation of State Highway and Transportation Officials ,1986.
  • 2Haran S. Analysis of Acoustic Signanures in the Inspection of Railroad Wheel [ D]. Houston:University of Houston, 1987.
  • 3Slatr J C. Microwave Eletronics . New York: D Van Nostrand Co, 1950.
  • 4Auld B A. Acoustic Fields and Waves in Solids. New York :John Wiley&Sons Inc, 1973.
  • 5Cawley P, Adams R D. The location of defects in structures from measurements of natural frequencies[J]. Journal of Strain Analysis, 1979.
  • 6杨行竣.语音信号数字处理[M].北京:电子工业出版社,1995..
  • 7杨英杰 虞和济.结构故障诊断的特征参数与仿真模型[A]..第二届全国结构与设备故障诊断学术会议论文集[C].,1992..
  • 8梁新政,潘卫育,徐宏.路面无损检测技术新发展[J].公路,2002,47(9):95-98. 被引量:31
  • 9AASHTO.Guide for design pavement structures [R].Washington DC:American Assotiation of State Highway and Transportation Officials,1986.
  • 10Haran S. Analysis of A coustic Signanures in the Inspection of Railroad Wheel[D]. Houston:University of Houston,1987.

二级参考文献3

共引文献36

同被引文献63

引证文献10

二级引证文献54

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部