基于落重偏转仪测试的路面系统传递函数验证与分析

IF 2.6 3区 材料科学 Q2 MATERIALS SCIENCE, CHARACTERIZATION & TESTING
Qi Sun, Yanqing Zhao, Yujing Wang, Ruoyu Wang
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引用次数: 0

摘要

落重偏转仪(FWD)测试是工程领域普遍采用的一种无损检测(NDT)技术,对于评估路面状况至关重要。在这项工作中,频域分析中的传递函数(TF)理论被用于解决 FWD 研究中存在的技术难题。作为评估路面状况的一种新方法,提出了路面系统传递函数(PSTF)。在 FWD 测试过程中,采用了具有固定端边界条件(B-SEM)的频谱法来计算带有基岩的不同路面结构的理论挠度数据。使用快速傅立叶变换(FFT)技术将数据转换到频域,从而构建和计算 PSTF。确认了 PSTF 理论的有效性,并讨论了 PSTF 频谱中包含的路面信息。对路面属性变化对频谱的影响进行了分析和总结。结果表明,所提出的 PSTF 包含路面系统信息,包括结构层模量、结构层厚度和基岩深度。在不考虑外部因素的情况下,通过直接分析 PSTF 可以评估路面状况。PSTF 频谱受 200 至 500 厘米基岩深度的影响最大。基岩深度每变化 50 厘米,峰值频率的增减系数 (CIE) 就会增加 8.1% 到 23.1%。PSTF 频谱对 40 至 70 兆帕之间的基底模量变化高度敏感。在这一范围内,路基模量每变化 10 兆帕,峰值振幅的 CIE 就会增大 11%。表层和基层的模量和厚度对频谱的影响值得注意,不应忽视。频谱分析用于总结 PSTF 频谱中路面属性的变化,为进一步研究奠定理论基础。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Verification and Analysis of the Pavement System Transfer Function Based on Falling Weight Deflectometer Testing

The falling weight deflectometer (FWD) test is a prevalent non-destructive testing (NDT) technique in engineering that is essential for evaluating pavement conditions. In this work, the transfer function (TF) theory in frequency domain analysis was applied to address the technical challenges present in FWD research. A pavement system transfer function (PSTF) was proposed as a novel approach for evaluating pavement conditions. The spectral method with fixed-end boundary conditions (B-SEM) was employed to compute the theoretical deflection data for different pavement structures with bedrock during FWD testing. The fast Fourier transform (FFT) technique was used to convert the data into the frequency domain, enabling the construction and calculation of the PSTF. The validity of the PSTF theory was confirmed, and the pavement information contained in the PSTF spectrum was discussed. An analysis and summary are conducted on the impact of variations in pavement attributes on the spectrum. The results indicate that the proposed PSTF contains information regarding pavement system, including the structural layer modulus, structural layer thickness, and bedrock depth. The pavement conditions can be evaluated by directly analyzing the PSTF without considering external factors. The PSTF spectrum is most significantly influenced by bedrock depths between 200 and 500 cm. For every 50 cm variation in bedrock depth, the coefficient of increase and decrease (CIE) of peak frequency ranges from 8.1% to 23.1%. The PSTF spectrum is highly sensitive to variations in the subgrade modulus between 40 and 70 MPa. In this range, the CIE of peak amplitude is greater than 11% for every 10MPa variation in subgrade modulus. The impact of the modulus and thickness of both the surface layer and base layer on the spectrum is noteworthy and should not be disregarded. Spectral analysis is used to summarize the variation in pavement attributes within the PSTF spectrum, serving as a theoretical foundation for further investigations.

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来源期刊
Journal of Nondestructive Evaluation
Journal of Nondestructive Evaluation 工程技术-材料科学:表征与测试
CiteScore
4.90
自引率
7.10%
发文量
67
审稿时长
9 months
期刊介绍: Journal of Nondestructive Evaluation provides a forum for the broad range of scientific and engineering activities involved in developing a quantitative nondestructive evaluation (NDE) capability. This interdisciplinary journal publishes papers on the development of new equipment, analyses, and approaches to nondestructive measurements.
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