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锚杆无损检测稳定波形的激振点和检测点
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  • 英文篇名:The Excitation Point and Detection Point of the Stable Waveform of Anchor Rod Nondestructive Testing
  • 作者:谷洪飞 ; 李青锋 ; 彭跃金 ; 黄启云 ; 杨佳楠
  • 英文作者:Gu Hongfei;Li Qingfeng;Peng Yuejin;Huang Qiyun;Yang Jianan;School of Resources,Environment and Safety Engineering,Hunan University of Science and Technology;
  • 关键词:锚杆 ; 无损检测 ; 激振点 ; 检测点 ; FLAC3D
  • 英文关键词:anchor;;nondestructive examination;;exciting point;;check point;;FLAC3D
  • 中文刊名:KTGC
  • 英文刊名:Mineral Engineering Research
  • 机构:湖南科技大学资源环境与安全工程学院;
  • 出版日期:2019-07-17 15:11
  • 出版单位:矿业工程研究
  • 年:2019
  • 期:v.34;No.121
  • 基金:湖南省自然科学基金资助项目(2018JJ2130)
  • 语种:中文;
  • 页:KTGC201902003
  • 页数:6
  • CN:02
  • ISSN:43-1493/TD
  • 分类号:15-20
摘要
为研究锚杆无损检测稳定波形的激振点和检测点,利用FLAC3D数值模拟软件建立锚固体模型,在模型锚杆端头不同位置施加瞬态激振进行数值计算,研究表明:在锚杆无损检测时,随着偏离锚杆端头中心位置的长度增加,横向应力波的振幅也逐渐增大,对纵波的影响也逐渐增大,最佳激振点应该选择锚杆端头中心位置;在锚杆无损检测时,选择最佳激振点激振后,检测点的位置变化对横向应力波形和纵向应力波的影响可以忽略不计;选择最佳激振点得到的纵波可以清晰地得到锚固起始位置和锚固结束位置,为工程检测提供了理论依据,提高了工程检测的准确性.
        In order to study the excitation point and detection point of the stable waveform of the anchor nondestructive testing,FLAC3 Dnumerical simulation software is used to establish the anchor solid model,and the transient excitation is applied to different positions of the end of bolt for numerical calculation. Results show that when the amplitude of transverse stress wave increases,the influence on the longitudinal wave will increase with the length of deviation from the central position of the end head of the bolt increases during the non-destructive testing of the bolt. The effect of the position change of the check point on the transverse stress wave and the longitudinal stress wave can be neglected when the best excitation point is selected for the non-destructive testing of the anchor bolt. By choosing the best excitation point,the starting position and ending position of anchorage can be clearly obtained,which provides theoretical basis for engineering detection and improves the accuracy of engineering detection.
引文
[1]李青锋,朱川曲,唐海.锚杆无损检测力锤激励机理与实验[J].物探与化探,2009,33(2):224-228.
    [2]李青锋,李兴华,巫静波.应力波法无损检测煤矿锚索锚固质量的研究[J].矿冶工程,2007(6):1-3.
    [3]张小波,吴银成,孙志飞,等.一种矿用锚杆(索)长度无损测量方法[J].工矿自动化,2015,41(1):76-79.
    [4]李义,张昌锁,王成.锚杆锚固质量无损检测几个关键问题的研究[J].岩石力学与工程学报,2008(1):108-116.
    [5]Rong X,Lin P,Liu J,et al. A New Approach of Waveform Interpretation Applied in Nondestructive Testing of Defects in Rock Bolts Based on Mode Identification[J]. Mathematical Problems in Engineering,2017,Article ID 7920649. https://doi.org/10.1155/2017/7920649.
    [6]Furse C,Smith P,Diamond M. Feasibility of reflectometry for nondestructive evaluation of prestressed concrete anchors[J].IEEE Sensors Journal,2009,9(11):1322-1329.
    [7]张雷,茅献彪,陈占清,等.锚杆锚固质量无损检测信号批量分析方法[J].煤矿安全,2015,46(8):99-102.
    [8]薛道成,吴宇,张凯.煤矿锚杆轴向受力无损检测试验研究与应用[J].采矿与安全工程学报,2013,30(3):375-379.
    [9]李青锋,周泽,唐湘隆,等.树脂锚杆波动机理与锚固承载力无损检测初探[J].地下空间与工程学报,2016,12(s2):766-771.
    [10]赵东平,胡炜,吴佳晔.隧道锚杆锚固质量无损检测误差控制技术研究[J].铁道工程学报,2018,35(4):81-86.
    [11]樊克松,申宝宏,刘少伟,等.巷道顶板锚固体应力波传播特性数值试验与应用[J].采矿与安全工程学报,2018,35(2):245-253.
    [12]万世文,徐金海,吴锐.预应力锚杆弹性波检测的激振波及其传播规律研究[J].采矿与安全工程学报,2011,28(4):581-584.
    [13]刘少伟,李鑫涛,樊克松.树脂锚杆锚固长度声波探测技术及数值试验[J].中国安全生产科学技术,2014(4):31-37.

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