长江科学院院报 ›› 2020, Vol. 37 ›› Issue (4): 146-151.DOI: 10.11988/ckyyb.20181339

• 仪器设备与测试技术 • 上一篇    下一篇

基于电磁感应特性的钢绞线应力检测试验研究

赵亚宇1,2,3, 何沁4, 张泽宇4, 夏润川2, 周逸5   

  1. 1.四川轻化工大学 土木工程学院,四川 自贡 643000;
    2.重庆交通大学 土木工程学院,重庆 400074;
    3.广州市市政工程试验检测有限公司 广东省装配式地下结构检测与监测工程技术研究中心,广州 510520;
    4.贵州高速公路集团有限公司,贵阳 550000;
    5.重庆亚派桥梁工程质量检测有限公司,重庆 401121
  • 收稿日期:2018-12-19 出版日期:2020-04-01 发布日期:2020-05-21
  • 通讯作者: 夏润川(1993-),男,重庆渝中人,博士研究生,研究方向为桥梁检测、评估与加固。E-mail:mails.cqitu.edu.cn
  • 作者简介:赵亚宇(1989-),男,河南太康人,助理工程师,硕士,研究方向为桥梁检测、评估与加固。E-mail:15123083280@163.com
  • 基金资助:
    重庆市人工智能技术创新重大主题专项重点研发项目(cstc2017rgzn-zdyfX0018);贵州交通厅科技项目(2016-123-006,2016-123-039);重庆交通大学研究生教育创新基金项目(2019B0106)

Experimental Study on Stress Detection of Galvanized Steel Strand Based on Electromagnetic Induction Characteristics

ZHAO Ya-yu1,2,3, HE Qin4, ZHANG Ze-yu4, XIA Run-chuan2, ZHOU Yi5   

  1. 1.School of Civil Engineering, Sichuan University of Science & Engineering, Zigong 643000, China;
    2.School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China;
    3.Guangdong Provincial Research Center for Assembled Underground Structure Detection and Monitoring Engineering Technology, Guangzhou Municipal Engineering Testing Co., Ltd., Guangzhou 510520, China;
    4.Guizhou Expressway Group Co., Ltd., Guiyang 550000, China;
    5.Chongqing Appie Bridge Engineering Quality Inspection Co., Ltd., Chongqing 401121, China
  • Received:2018-12-19 Online:2020-04-01 Published:2020-05-21

摘要: 针对现有技术难以有效检测在役斜拉桥镀锌钢绞线拉索应力状态的问题,结合电磁无损检测技术在检测铁磁性材料应力方面的优势,提出了一种基于电磁感应特性的镀锌钢绞线拉索应力检测方法。设计了8个镀锌钢绞线试件,运用万能试验机对试件进行控制张拉,利用LCR数字电桥采集试件张拉过程中的电磁信号,研究电磁信号的变化特征,分析电磁信号和试件应力之间的关系。研究结果表明:试件相对磁导率μr随着应力σ的增加先增大后减小,在应力达到试件抗拉强度fptk的73.29%时存在极大值;试件相对磁导率对应力的梯度dμr/dσ随着应力的增加先增大后减小,在应力达到试件抗拉强度fptk的36.07%时存在极大值,且当梯度dμr/dσ≥0时,试件应力处在试件抗拉强度fptk的73.29%之内。该试验验证了基于电磁感应特性技术检测钢绞线应力的可行性,可为今后镀锌钢绞线拉索应力检测提供技术参考。

关键词: 镀锌钢绞线, 斜拉桥, 拉索, 应力检测, 电磁感应特性

Abstract: The stress state of galvanized steel strand cable for cable-stayed bridge in-service are hard to be detected effectively by existing technologies. In view of this, a method based on electromagnetic non-destructive testing technology was proposed to detect the stress state of galvanized steel strand cable. Controlled tension test was performed on eight galvanized steel strand specimens using universal testing machine. The electromagnetic signals in the tension process were obtained via LCR meter. The variation characteristics of the signals were examined, and the relation between electromagnetic signals and stress state of the specimens was analyzed. Test results illustrated that with the rising of tensile stress σ, the relative magnetic conductivity μr of specimens increased at first and then decreased. The peak of μr arrived when stress reached 73.29% of tensile strength fptk of the specimens. Still with the rising of stress σ, the value of dμr/dσ which denotes the gradient of relative magnetic permeability to tensile stress increased at first and then decreased. The peak value of dμr/dσ occurred when stress reached 36.07% of tensile strength fptk. Besides, while the value of dμr/dσ was not less than zero, the stress of specimen was within 73.29% of tensile strength fptk. The test verifies the feasibility of detecting the stress of steel strand based on electromagnetic induction technology, and offers a technical reference for future stress detection of galvanized steel strand cable.

Key words: galvanized steel strand, cable-stayed bridge, cable, stress detection, electromagnetic induction properties

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