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Concrete strength evaluation in an early-age curing process using SVM with ultrasonic harmonic waves

机译:使用SVM和超声波谐波评估早期固化过程中的混凝土强度

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摘要

Previous studies have not advanced a method for measuring the strength of concrete at an early age. In this study, an embedded piezoelectric sensor module has been developed for early-age strength testing, along with a new algorithm for estimating the strength of concrete using the harmonic response signals obtained from the embedded piezoelectric sensor. The actuators can be made from piezoelectric materials to launch ultrasonic waves, which propagate in the concrete structures. In addition, the piezoelectric materials can be used as sensors to detect the ultrasonic waves. The results of a study carried out to investigate the relationship between the signal change and concrete strength are presented in this paper. The experimental results show that the harmonic response amplitude decreases as the strength of the concrete increases. The strength of the concrete increased rapidly during the early-age stage. At the same time, the harmonic response amplitudes from the piezoelectric sensors dropped rapidly during this stage and continued to drop slowly as the curing process continued. In addition, a support vector machine (SVM) was used to classify the concrete strength and the results show good accuracy. The overall results show that the proposed method can be reliably used to estimate changes in concrete material strength during the early stages of the curing process. In addition, this method enhances the process of structural health monitoring using a piezoelectric sensor with a rapid response speed, high resolution and good reliability.
机译:以前的研究还没有提出一种在早期测量混凝土强度的方法。在这项研究中,嵌入式压电传感器模块已经开发用于早期强度测试,以及使用从嵌入式压电传感器获得的谐波响应信号来估计混凝土强度的新算法。致动器可以由压电材料制成,以发射超声波,该超声波在混凝土结构中传播。另外,压电材料可以用作检测超声波的传感器。本文介绍了研究信号变化与混凝土强度之间关系的研究结果。实验结果表明,随着混凝土强度的增加,谐波响应幅值减小。混凝土的强度在早期阶段迅速增加。同时,来自压电传感器的谐波响应幅度在此阶段迅速下降,并随着固化过程的继续缓慢下降。此外,使用支持向量机(SVM)对混凝土强度进行分类,结果显示出良好的准确性。总体结果表明,所提出的方法可以可靠地用于估计固化过程早期混凝土材料强度的变化。另外,该方法以快速的响应速度,高分辨率和良好的可靠性增强了使用压电传感器的结构健康监测过程。

著录项

  • 来源
    《Insight》 |2016年第11期|609-616|共8页
  • 作者

    T Oh; J Kim; A Zhang; C Lee; S Park;

  • 作者单位

    Department of Safety Engineering, Incheon National University, 119, Academy-ro, Yeonsu-gu, Incheon, 406-772, Republic of Korea;

    Department of Civil & Environmental System Engineering, Sungkyunkwan University, 2066, Seobu-ro, Jangan-gu, Suwon-si, Gyonggi-do 440-746, Republic of Korea;

    Department of Civil & Environmental System Engineering, Sungkyunkwan University, 2066, Seobu-ro, Jangan-gu, Suwon-si, Gyonggi-do 440-746, Republic of Korea;

    Department of Civil & Environmental System Engineering, Sungkyunkwan University, 2066, Seobu-ro, Jangan-gu, Suwon-si, Gyonggi-do 440-746, Republic of Korea;

    School of Civil & Architectural Engineering, Sungkyunkwan University, 2066, Seobu-ro, Jangan-gu, Suwon-si, Gyonggi-do 440-746, Republic of Korea;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);美国《化学文摘》(CA);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    non-destructive testing; concrete strength estimation; harmonic wave; piezoelectric sensor;

    机译:非破坏性测试;混凝土强度估算;谐波;压电传感器;

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