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基于导波技术的高速公路护栏立柱埋深检测

, PP. 37-42

Keywords: 道路工程,护栏立柱,超声导波技术,埋深检测,弹性动力学

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Abstract:

?为了研究导波在半埋地护栏立柱结构中的传播特性,并从中选择适合检测立柱长度的导波模态和频率,在弹性动力学理论基础上,分别对立柱未埋地部分和埋地部分的导波群速度、衰减和频散进行计算分析。结果表明:80~130kHz的纵向模态L(0,2)在未埋地部分和埋地部分中的群速度相同,衰减程度最小,传播距离可以满足检测要求,可以用来对半埋地立柱埋深进行检测;试验验证结果和理论分析相吻合,所获得的端面回波信号清晰,有较高的信噪比,测量的最大相对误差小于0.8%,可以满足工程实际要求。

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