期刊文献+

桥梁索杆检测技术研究与应用 被引量:3

Research and Application of Bridge Cable Detection Technology
下载PDF
导出
摘要 介绍了桥梁索杆爬索机器人检测技术、磁致伸缩导波检测技术及振动法索力测试的原理及其优势。通过室内试验和实桥导波检测,充分验证了索杆导波检测技术的先进性和可靠性,试验缺陷定位误差小于3%;开展了索力振动测试法温度影响研究,当温度变化在-20℃~20℃之间时,温度对频率测试的影响系数为0.999 9~1.000 1,由此可知温度对振动法测试索力的频率影响可以忽略不计。 In this paper,the detection technology of the bridge rope climbing robot and the principle and advantages of magnetostrictive guided wave testing technology and vibration cable force testing have been introduced. Through laboratory test and real bridge guide wave detection,the advancement and reliability of the guided wave testing technology has been verified,with the testing defects location error being less than 3%. The study on temperature impact of sol-force vibration test has been carried out,when the temperature changes between 20 - 20 ℃,the influence coefficient of temperature on frequency test reaches 0.9999 - 1.0001,which has indicated that the frequency influence of temperature on the vibration method is negligible.
作者 姚响宇 林阳子 YAO Xiangyu;LIN Yangzi(Guangdong Shengxiang Highway Engineering Detection Co.,Ltd.,Guangzhou 511400;Guangdong Heli Civil Engineering Co.,Ltd.,Guangzhou 511400;Guangdong ProvinceCommunications Planning & Design Institute Co.,Ltd.,Guangzhou 510507)
出处 《广东公路交通》 2018年第3期45-48,共4页 Guangdong Highway Communications
关键词 桥梁工程 索杆 检测 爬索机器人 磁致伸缩 索力测试 bridge engineering cable rods testing cable-crawling robots magnetostriction cable force test
  • 相关文献

参考文献5

二级参考文献19

  • 1王悦民,康宜华,武新军.磁致伸缩效应及其在无损检测中的应用研究[J].华中科技大学学报(自然科学版),2005,33(1):75-77. 被引量:29
  • 2王社良,王威,苏三庆,张少峰.铁磁材料相对磁导率变化与应力关系的磁力学模型[J].西安科技大学学报,2005,25(3):288-291. 被引量:51
  • 3王悦民,康宜华,武新军.磁致伸缩效应在圆管中激励纵向导波的理论和试验研究[J].机械工程学报,2005,41(10):174-179. 被引量:25
  • 4Ming L.Wang,Zhen L.Chen,Steve S.Koontz,et al.Magnetoelastic permeability measurement for stress monitoring in steel tendons and cables[J].Proceeds of SPIE,2000(3995):49-50. 被引量:1
  • 5Zheng G,Ko J.M.Multimode-Based Evaluation of Cable Tension Force in Cable-Supported Bridges[J].Smart Structures and Materials 2001:Smart Systems for Bridges,Structures and Highways,SPIE,2001(4330):511-522. 被引量:1
  • 6M.Hirao,H.Ogi.EMATs for Science and Industry,Noncontacting Ultrasonic Measurements[M].Boston:Kluwer Academic Publishers,2003:1-60. 被引量:1
  • 7华中科技大学机械科学与工程学院.斜拉索检测试验报告[R].2009:6. 被引量:1
  • 8WANG M L, CHEN Z L, KOONTZ S S, et al. Magnetoelastic Permeability Measurement for Stress Monitoring in Steel Tendons and Cables [ J ]. Proceedings of SPIE, 2000, 3995 : 127 - 132. 被引量:1
  • 9MEHRABI A B. In-service Evaluation of Cable-stayed Bridges, Overview of Available Methods, and Findings [J]. Journal Bridge Engineer, 2006, 11(6):716 -724. 被引量:1
  • 10HANS W, LEE H C, KIM Y Y. Noncontact Damage Detection of a Rotating Shaft Using the Magnetostrictive Effect [ J ]. Journal of Nondestructive Evaluation, 2003, 22 (4): 141-150. 被引量:1

共引文献30

同被引文献23

引证文献3

二级引证文献3

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部