摘要
以分形理论为基础,对得到的超声数字信号的时域波形进行非线性分析,即采用重标度极差分析(R/S分析)计算信号的Hurst指数,得到信号在承受各级荷载下的Hurst指数变化情况。结果表明,Hurst指数变化与混凝土的损伤情况存在一定的关系,可为混凝土的早期损伤识别提供借鉴。
The ultrasonic digital signals' time-domain waveform was analyzed by nonlinear method based on the fractal theory, and the Hurst dimension of signals was calculated through Scaling-Range analysis (R/S analysis), to get the Hurst dimensionchanges of ultrasonic signal received at each level load. The data showed that a certain relationship is existed between Hurst dimension change and the concrete damage, which can provide reference for the identification of concrete early injury.
出处
《交通科技》
2008年第5期77-79,共3页
Transportation Science & Technology
关键词
超声信号处理
R/S分析
无损检测
ultrasonic signal processing
scaling-range analysis (R/S analysis)
nondestructive testing