Cable effective length model error-based bridge performance warning method under thermal action. Issue 2 (January 2022)
- Record Type:
- Journal Article
- Title:
- Cable effective length model error-based bridge performance warning method under thermal action. Issue 2 (January 2022)
- Main Title:
- Cable effective length model error-based bridge performance warning method under thermal action
- Authors:
- Wang, Yan
Yang, Dong-Hui
Zhou, Yu-Zheng
Yi, Ting-Hua - Abstract:
- The cables of long-span cable-stayed bridges are subjected to substantial tension during long-term service and are more susceptible to corrosion and fatigue failure than concrete structures. Most existing structural health monitoring (SHM) systems do not have monitoring equipment to directly measure cable length, and long-term monitoring of the change in cables is less involved. The displacement response of a bridge is induced by the combination of dynamic effects (wind and highways) and quasi-static effects (temperature). In this paper, the dynamic responses were eliminated by averaging the displacement data for 10 min, and the relationship between temperature and displacement was studied. Based on the monitoring data, the distribution of the thermal field for the bridge was studied and the time variability of the tower displacement was investigated. The correlation was analyzed to study the relationship between the temperature and the tower displacements, the north tower–south tower distance and the tower–girder distances. A strong linear relationship between the temperature and quasi-static responses of the displacements was observed. The thermal expansion coefficient of the effective length of cables was proposed as a quantitative index for long-term cable monitoring. The error in the cable effective length is proposed as the warning index for performance warning research. The results show that the proposed performance warning method can monitor cables and performThe cables of long-span cable-stayed bridges are subjected to substantial tension during long-term service and are more susceptible to corrosion and fatigue failure than concrete structures. Most existing structural health monitoring (SHM) systems do not have monitoring equipment to directly measure cable length, and long-term monitoring of the change in cables is less involved. The displacement response of a bridge is induced by the combination of dynamic effects (wind and highways) and quasi-static effects (temperature). In this paper, the dynamic responses were eliminated by averaging the displacement data for 10 min, and the relationship between temperature and displacement was studied. Based on the monitoring data, the distribution of the thermal field for the bridge was studied and the time variability of the tower displacement was investigated. The correlation was analyzed to study the relationship between the temperature and the tower displacements, the north tower–south tower distance and the tower–girder distances. A strong linear relationship between the temperature and quasi-static responses of the displacements was observed. The thermal expansion coefficient of the effective length of cables was proposed as a quantitative index for long-term cable monitoring. The error in the cable effective length is proposed as the warning index for performance warning research. The results show that the proposed performance warning method can monitor cables and perform warnings when the cable is damaged. … (more)
- Is Part Of:
- Advances in structural engineering. Volume 25:Issue 2(2022)
- Journal:
- Advances in structural engineering
- Issue:
- Volume 25:Issue 2(2022)
- Issue Display:
- Volume 25, Issue 2 (2022)
- Year:
- 2022
- Volume:
- 25
- Issue:
- 2
- Issue Sort Value:
- 2022-0025-0002-0000
- Page Start:
- 306
- Page End:
- 320
- Publication Date:
- 2022-01
- Subjects:
- structural health monitoring -- cable-stayed bridge -- thermal field -- cable effective length -- performance warning
Structural engineering -- Periodicals
Construction, Technique de la
Structural engineering
Periodicals
624.1 - Journal URLs:
- http://ase.sagepub.com/ ↗
http://multi-science.metapress.com/content/121491 ↗
http://www.ingenta.com/journals/browse/mscp/ase ↗
http://www.multi-science.co.uk/ ↗ - DOI:
- 10.1177/13694332211048007 ↗
- Languages:
- English
- ISSNs:
- 1369-4332
- Deposit Type:
- Legaldeposit
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