[1]赵亚宇,周建庭,夏润川,等.基于磁记忆弱漏磁效应的钢绞线腐蚀检测[J].深圳大学学报理工版,2019,36(3):260-267.[doi:10.3724/SP.J.1249.2019.03229]
 ZHAO Yayu,ZHOU Jianting,XIA Runchuan,et al.The detection of corrosion of steel strands based on weak magnetic flux leakage effect of metal magnetic memory[J].Journal of Shenzhen University Science and Engineering,2019,36(3):260-267.[doi:10.3724/SP.J.1249.2019.03229]
点击复制

基于磁记忆弱漏磁效应的钢绞线腐蚀检测()
分享到:

《深圳大学学报理工版》[ISSN:1000-2618/CN:44-1401/N]

卷:
第36卷
期数:
2019年第3期
页码:
260-267
栏目:
【土木建筑工程】
出版日期:
2019-05-20

文章信息/Info

Title:
The detection of corrosion of steel strands based on weak magnetic flux leakage effect of metal magnetic memory
文章编号:
201903006
作者:
赵亚宇1周建庭1夏润川1何沁2张泽宇2
1)重庆交通大学土木工程学院,重庆 400074
2)贵州高速公路集团有限公司,贵州贵阳 550021
Author(s):
ZHAO Yayu1 ZHOU Jianting1 XIA Runchuan1 HE Qin2 and ZHANG Zeyu2
1) School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, P.R.China
2) Guizhou Expressway Group Co., Ltd., Guiyang 550021, Guizhou Province, P.R.China
关键词:
桥梁工程拉索腐蚀检测磁记忆漏磁提离值
Keywords:
bridge engineering stay cable corrosion detection metal magnetic memory magnetic flux leakage lift-off value
分类号:
U446
DOI:
10.3724/SP.J.1249.2019.03229
文献标志码:
A
摘要:
拉索腐蚀一直是桥梁工程亟待解决的难题,目前钢绞线腐蚀已成为影响拉索健康运行的关键因素. 为有效检测钢绞线拉索腐蚀,将磁记忆无损检测技术引入到钢绞线拉索腐蚀检测中,通过试验分析钢绞线腐蚀磁记忆漏磁信号分布变化特征,构建基于磁记忆信号特征的钢绞线腐蚀度判别准则.结果表明,钢绞线试件发生腐蚀后,漏磁信号发生明显突变,在腐蚀中间区域漏磁信号切向分量出现极小值,且极值与试件腐蚀程度之间呈Boltzmann分布;随着磁测传感器提离值的增大,钢绞线试件腐蚀漏磁信号急剧下降,提离值的轻微差异,可造成漏磁信号切向分量极值产生较大波动.
Abstract:
The cable corrosion is an unsolved difficult problem in the engineering field. At present, the corrosion of steel strands has become the key factor affecting the health of cable. In order to effectively detect the corrosion of steel cables, metal magnetic memory (MMM) non-destructive testing technology is applied. Through experimental research, the distribution characteristics of magnetic flux leakage (MFL) signals of corrosion magnetic memory are analyzed. Some criterions of steel strand corrosion degree based on the characteristics of MMM signals are constructed. The test results show that the MFL signals change obviously for the corroded specimens, and the tangential component of the magnetic flux leakage appears minimum in the middle of the corroded region. The relationship between the tangential component minimum value and the corrosion degree of the specimens presents the Boltzmann function distribution. With the increase of the lift-off value of the magnetic sensor, the MFL signals of the corroded specimens decrease sharply. A slight difference in the lift-off value can cause a large fluctuation in the minimum value of the tangential component of the MFL signals.

参考文献/References:

[1] 刘红彬,李玲,袁则循,等.斜拉索检测和监测技术的述评[J].四川建筑科学研究,2016(1):45-49.
LIU Hongbin, LI Ling, YUAN Zexun, et al. Safety detection and health monitoring techniques for stay cables[J]. Sichuan Building Science, 2016(1): 45-49.(in Chinese)
[2] 何宇.既有斜拉桥结构的检测及承载能力评定[D].成都:西南交通大学,2017.
HE Yu. The inspection and assessment of bearing capacity of existing cable-stayed bridges[D]. Chengdu: Southwest Jiaotong University, 2017. (in Chinese)
[3] 张永涛,游新鹏,彭成明.一种平行钢绞线斜拉索的张拉控制新方法[J].中外公路,2013,33(5):130-132.
ZHANG Yongtao, YOU Xinpeng, PENG Chengming. A new method of tension control for parallel steel strand cables[J]. Journal of China & Foreign Highway, 2013, 33(5): 130-132.(in Chinese)
[4] 余剑武,张申林,肖清,等.拉索检测机器人爬升装置设计与稳定性分析[J].机械设计与研究,2017(4):45-49.
YU Jianwu, ZHANG Shenlin, XIAO Qing, et al. Design and stability analysis of cable inspection robot’s climbing device[J]. Machine Design and Research, 2017(4): 45-49.(in Chinese)
[5] 舒林,许红胜,曾毅杰,等.影响斜拉索运营寿命的各种因素分析[J].中外公路,2017(1):84-88.
SHU Lin, XU Hongsheng, ZENG Yijie, et al. Analysis of various factors affecting the operational life of stay cables[J]. Journal of China & Foreign Highway, 2017(1): 84-88.(in Chinese)
[6] 杨世聪,张劲泉,姚国文.基于图像灰度分析的腐蚀钢绞线细观损伤行为[J].固体力学报,2018,39(3):305-315.
YANG Shicong, ZHANG Jinquan, YAO Guowen. Microscopic damage behavior of corroded steel strands based on image gray analysis[J]. Chinese Journal of Solid Mechanics, 2018, 39(3): 305-315.(in Chinese)
[7] 蔡鄂,李东明,胡亚斌,等.基于MEMS的远程桥梁索力监测系统设计[J].电子技术应用,2015,41(10):68-70.
CAI E, LI Dongming, HU Yabin,et al. Design of remote bridge cable force monitoring system based on MEMS[J]. Measurement Control Technology and Instruments, 2015, 41(10): 68-70.(in Chinese)
[8] 余剑武,张申林,肖清,等.拉索检测机器人爬升装置设计与稳定性分析[J].机械设计与研究,2017(4):45-49.
YU Jianwu,ZHANG Shenlin,XIAO Qing,et al. Design and stability analysis of cable inspection robot’s climbing device[J]. Machine Design and Research, 2017(4): 45-49.(in Chinese)
[9] 袁建明.在役拉索金属截面积测量方法[D].武汉:华中科技大学,2012.
YUAN Jianming. Measurement methods for metal cross-sectional area of in-service cables[D]. Wuhan: Huazhong University of Science and Technology, 2012.(in Chinese)
[10] 乔天骄,黄松岭,赵伟,等.磁记忆检测技术研究现状及展望[J].无损检测,2016,38(11):16-20.
QIAO Tianjiao, HUANG Songling, ZHAO Wei, et al. The current research status and prospects of magnetic memory testing technology[J]. Nondestructive Testing, 2016, 38(11): 16-20.(in Chinese)
[11] 任吉林,刘海朝,宋 凯.磁记忆检测技术的兴起与发展[J].无损检测,2016,38(11):7-15.
REN Jilin, LIU Haichao, SONG Kai. The rise and development of metal magnetic memory testing technology[J]. Nondestructive Testing, 2016, 38(11): 7-15.(in Chinese)
[12] 杨 琪.埋地管道综合检测与评估技术研究及应用[D]. 北京:北京化工大学,2017.
YANG Qi. Research and application of comprehensive detection and evaluation technology for buried pipeline[D]. Beijing: Beijing University of Chemical Technology, 2017.(in Chinese)
[13] ZHANG Hong, LIAO Leng, ZHAO Ruiqiang, et al. The non-destructive test of steel corrosion in reinforced concrete bridges using a micro-magnetic sensor[J]. Sensors, 2016, 16(9): 1439.
[14] 金宝.铁磁材料的磁记忆效应机理研究[D].天津:天津大学,2014.
JIN Bao. Mechanism study on magnetic memory effect of ferromagnetic material[D]. Tianjin: Tianjin University, 2014.(in Chinese)
[15] 时朋朋.缺陷漏磁场磁偶极子模型的若干解析解[J]. 无损检测,2015(3):1-7.
SHI Pengpeng. Analytical solutions of magnetic dipole model for defect leakage magnetic Fields[J]. Nondestructive Testing, 2015(3): 1-7.(in Chinese)
[16] 徐敏强,李建伟,冷建成,等.金属磁记忆检测技术机理模型[J].哈尔滨工业大学学报,2010,42(1):16-19.
XU Minqiang, LI Jianwei, LENG Jiancheng,et al. Physical mechanism model of the metal magnetic memory testing technology[J]. Journal of Harbin Institute of Technology, 2010, 42(1): 16-19.(in Chinese)
[17] 李路明,王晓凤,黄松岭.磁记忆现象和地磁场的关[J].无损检测,2003(8):387-389.
LI Luming, WANG Xiaofeng, HUANG Songling. The relationship between metal magnetic memory and geomagnetic field[J]. Nondestructive Testing, 2003(8): 387-389.(in Chinese)

相似文献/References:

[1]谭毅平,韩大建.预应力混凝土箱梁桥日照温度效应研究[J].深圳大学学报理工版,2008,25(1):43.
 TAN Yi-ping and HAN Da-jian.Study on solar temperature effect of prestressed concrete box-girder bridge[J].Journal of Shenzhen University Science and Engineering,2008,25(3):43.
[2]李宏江,张劲泉,李万恒,等.PC斜拉桥辅助墩拉力摆断裂后的状态模拟[J].深圳大学学报理工版,2010,27(3):280.
 LI Hong-jiang,ZHANG Jin-quan,LI Wan-heng,et al.Simulation on the state after fracture of tension rocker bearing cables at auxiliary piers in a PC cable-stayed bridge[J].Journal of Shenzhen University Science and Engineering,2010,27(3):280.
[3]韩振峰,叶爱君.桥梁群桩基础抗震能力值灵敏性分析[J].深圳大学学报理工版,2010,27(4):452.
 HAN Zhen-feng and YE Ai-jun.Sensitivity analysis on antiseismic capacity of bridge pile foundation[J].Journal of Shenzhen University Science and Engineering,2010,27(3):452.
[4]罗帅,刘红军,王刚.考虑桥面运动的斜拉索减振模型[J].深圳大学学报理工版,2010,27(4):470.
 LUO Shuai,LIU Hong-jun,and WANG Gang.The characteristic of stay-cable damping system in consideration of bridge deck vibration[J].Journal of Shenzhen University Science and Engineering,2010,27(3):470.
[5]俞博,叶见曙,张剑,等.装配式混凝土铰接板桥铰缝剪力计算[J].深圳大学学报理工版,2011,28(No.1(001-095)):60.
 YU Bo,YE Jian-shu,ZHANG Jian,et al.Transverse shear of fabricated concrete articulated plate bridge[J].Journal of Shenzhen University Science and Engineering,2011,28(3):60.
[6]杨仕若,曾庆元.铁路车桥耦合振动模态法分析[J].深圳大学学报理工版,2011,28(No.2(095-188)):131.
 YANG Shi-ruo and ZENG Qing-yuan.Coupling vibration analysis of vehicle-bridge by mode method[J].Journal of Shenzhen University Science and Engineering,2011,28(3):131.
[7]贾布裕,颜全胜,余晓琳.考虑滑移和剪力滞的组合梁斜拉桥徐变分析[J].深圳大学学报理工版,2011,28(No.2(095-188)):136.
 JIA Bu-yu,YAN Quan-sheng,and YU Xiao-lin.Analysis of creep of composite cable stayed bridge considering the slip and shear lag effect[J].Journal of Shenzhen University Science and Engineering,2011,28(3):136.
[8]杨仕若,曾庆元.桁段有限元法分析钢桁梁桥振动[J].深圳大学学报理工版,2011,28(No.3(189-282)):195.
 YANG Shi-ruo and ZENG Qing-yuan.Analysis of steel truss girder bridge vibrations by finite truss element method[J].Journal of Shenzhen University Science and Engineering,2011,28(3):195.
[9]诸葛萍,强士中,任伟平,等.碳纤维主缆鞍座处抗滑移试验[J].深圳大学学报理工版,2011,28(No.5(377-470)):395.
 ZHUGE Ping,QIANG Shi-zhong,REN Wei-ping,et al.Experiment of slip behavior of CFRP cable against saddle[J].Journal of Shenzhen University Science and Engineering,2011,28(3):395.
[10]苏伟,强士中,刘明虎,等.CFRP主缆与索夹间摩擦学性能试验研究侯[J].深圳大学学报理工版,2012,29(No.3(189-282)):201.[doi:10.3724/SP.J.1249.2012.03201]
 HOU Su-wei,QIANG Shi-zhong,LIU Ming-hu,et al.Experimental investigation of tribological properties between CFRP main cable and clamp[J].Journal of Shenzhen University Science and Engineering,2012,29(3):201.[doi:10.3724/SP.J.1249.2012.03201]

备注/Memo

备注/Memo:
Received:2018-07-29;Accepted:2018-12-26
Foundation:National Key Research and Development Plan (2017YFC0806007);National Science Fund for Distinguished Young Scholars (51425801);Guizhou Communications Department Science and Technology Project (2016-123-006);Key Research and Development of Chongqing’s Social and Livelihood (cstc2018jscx-mszdX0084)
Corresponding author:Professor ZHOU Jianting.E-mail: jtzhou@cqjtu.edu.cn
Citation:ZHAO Yayu,ZHOU Jianting,XIA Runchuan,et al.The detection of corrosion of steel strands based on weak magnetic flux leakage effect of metal magnetic memory[J]. Journal of Shenzhen University Science and Engineering, 2019, 36(3): 260-267.(in Chinese)
基金项目:国家重点研发计划资助项目(2017YFC0806007); 国家杰出青年科学基金资助项目(51425801); 贵州交通厅科技资助项目(2016-123-006);重庆市社会民生类重点研发资助项目(cstc2018jscx-mszdX0084)
作者简介:赵亚宇(1989—),重庆交通大学博士研究生.研究方向:桥梁监测、评估与加固.E-mail:15123083280@163.com
引文:赵亚宇,周建庭,夏润川,等.基于磁记忆弱漏磁效应的钢绞线腐蚀检测[J]. 深圳大学学报理工版,2019,36(3):260-267.
更新日期/Last Update: 2019-04-22