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基于InSAR技术的大跨桥梁温度变形监测研究

周云 危俊杰 李剑 郝官旺 郑佳缘 朱正荣

湖南大学学报(自然科学版)2024,Vol.51Issue(3):39-50,12.
湖南大学学报(自然科学版)2024,Vol.51Issue(3):39-50,12.DOI:10.16339/j.cnki.hdxbzkb.2024026

基于InSAR技术的大跨桥梁温度变形监测研究

Research on Temperature Deformation Monitoring of Long-span Bridges Based on InSAR Technology

周云 1危俊杰 2李剑 3郝官旺 2郑佳缘 2朱正荣2

作者信息

  • 1. 湖南大学 土木工程学院,湖南 长沙 410082||工程结构损伤诊断湖南省重点实验室(湖南大学) ,湖南 长沙 410082
  • 2. 湖南大学 土木工程学院,湖南 长沙 410082
  • 3. 中建三局第一建设工程有限责任公司,湖北 武汉 4300201
  • 折叠

摘要

Abstract

Structural health monitoring is an effective means to ensure the safe operation and maintenance of bridges and optimize the life cycle cost of bridges.Persistent Scatterer Interferometric Synthetic Aperture Radar(PS-InSAR)technology based on spaceborne synthetic aperture radar can realize long-term structural health monitoring of bridges with low cost,light weight and sustainability.In this paper,a high-speed railway steel arch bridge in China is taken as the research object,and 59 C-band Sentinel-1 radar satellite images from 2017 to 2018 are selected.The PS-InSAR technology is used to process the images to obtain the line of sight(LOS)displacement of the bridge,and the longitudinal displacement of the bearing is calculated according to the spatial geometric relationship of SAR imaging.The results show that the spatial and temporal characteristics of the longitudinal displacement of the bearing are consistent with the actual bridge structure,which verifies the feasibility of PS-InSAR technology to observe the displacement of the bridge structure.A linear correlation model between the longitudinal displacement of the bearing and the temperature is established and compared with the measured results of the structural health monitoring system.The two are in good agreement,and the relative error is close to 10%,which verifies the reliability of PS-InSAR measurement of the bridge structure displacement.The displacement of the bridge bearing under the action of temperature is simulated by finite element method,and compared with the PS-InSAR displacement time series.The two trends are basically the same,and the LOS displacement error is within[-10,10]mm,which verifies the accuracy of PS-InSAR measurement of bridge structure displacement.

关键词

结构健康监测/PS-InSAR/大跨桥梁结构/有限元方法/温度变形监测

Key words

structural health monitoring/persistent scatterer interferometric synthetic aperture radar/long-span bridge structures/finite element method/temperature deformation monitoring

分类

交通工程

引用本文复制引用

周云,危俊杰,李剑,郝官旺,郑佳缘,朱正荣..基于InSAR技术的大跨桥梁温度变形监测研究[J].湖南大学学报(自然科学版),2024,51(3):39-50,12.

基金项目

国家自然科学基金资助项目(52278306),National Natural Science Foundation of China(52278306) (52278306)

湖南省重点研发计划项目(2022SK2096),Key Research and Development Program of Hunan Province(2022SK2096) (2022SK2096)

湖南省交通厅科技进步与创新项目(201912),Science and Technology Progress and Innovation Project of the Department of Transportation of Hunan Province(201912) (201912)

河南省交通科技项目(2020G11),Transportation Science and Technology Project of Henan Province(2020G11) (2020G11)

湖南大学学报(自然科学版)

OA北大核心CSTPCD

1674-2974

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