Structural Health Monitoring Design and Performance Evaluation of a Middle-Span Bridge.
FEM analysis
crossroad bridge
long-term structural health monitoring
real-time analysis
Journal
Sensors (Basel, Switzerland)
ISSN: 1424-8220
Titre abrégé: Sensors (Basel)
Pays: Switzerland
ID NLM: 101204366
Informations de publication
Date de publication:
25 Oct 2023
25 Oct 2023
Historique:
received:
08
09
2023
revised:
15
10
2023
accepted:
18
10
2023
medline:
14
11
2023
pubmed:
14
11
2023
entrez:
14
11
2023
Statut:
epublish
Résumé
Structural health monitoring (SHM) has attracted significant attention over the past two decades due to its ability to provide real-time insight into the condition of structures. Despite the development of several SHM systems for long-span bridges, which play a crucial role in the assessment of these structures, studies focusing on short- or middle-span bridges remain scarce. This research paper presents an efficient and practical bridge monitoring and warning system established on a middle-span bridge, a key crossroad bridge located in Shenzhen. The monitoring system consists of sensors and measuring points that collect a substantial amount of data, enabling the close monitoring of various operational indicators to facilitate the early detection of threshold exceedances. Based on this system, the subtle condition of the bridge can be evaluated, and the operational condition of the bridge can be studied through the comparative analysis of the collected data. Over four months of monitoring, data including the strain and creep of the main beam, the strain and settlement of piers and the crack width of the bridge body are observed. Furthermore, the real-time operational status of the bridge is analyzed and evaluated through the combination of the collected data and the structural finite element model.
Identifiants
pubmed: 37960403
pii: s23218702
doi: 10.3390/s23218702
pmc: PMC10650168
pii:
doi:
Types de publication
Journal Article
Langues
eng
Sous-ensembles de citation
IM
Subventions
Organisme : Technical Research General Project of Shenzhen Science and Technology Innovation Commission
ID : JSGG20201103093603016
Références
Philos Trans A Math Phys Eng Sci. 2007 Feb 15;365(1851):589-622
pubmed: 17255053