A full computational framework for the temperature analysis of a flax-reinforced composite footbridge with field monitoring validation

This research presents a computational framework for predicting temperatures in flax-reinforced composite sandwich footbridges. The case study is a 15m-span footbridge situated in Almere, the Netherlands, instrumented with 82 fiber Bragg grating (FBG) sensors and 8 thermocouples within an IoT-based structural health monitoring (SHM) system, enabling real-time evaluation. The main focus of this article is to enhance the understanding of structural temperature distributions in FRP sandwich cross-sections for bridge engineering applications. Furthermore, providing a comprehensive and accurate framework for temperature normalization of FBG strain measurements. The methodology involves environmental data, point-by-point solar radiation analysis with sun sheltering, and thermal properties characterization, culminating in a numerical analysis using Abaqus. A k-d tree binary search is performed previous to the numerical analysis to solve compatibility between Abaqus and Rhino's meshing algorithms. The non-uniform heat flux is used as input for the numerical analysis and handled through UEXTERNALDB and DFLUX subroutines. The use of a sub-modeling technique, allows the isolation, in correspondence of the sensor locations, of one critical section of the bridge for detailed analysis. Verification against in-situ measurements demonstrates the framework's efficacy. It was concluded that the framework restitutes errors in the range of ±1 ÷ 3 °C across varying weather conditions, during different seasons, and consistently for multiple sensor locations. Finally, the results are used to compensate strain measurements of nearby selected FBG sensors from the temperature counterparts. • An Internet of Things (IoT) Structural Health Monitoring (SHM) system enables real-time evaluation of the bridge’s health. • The footbridge is instrumented with 82 fiber Bragg grating (FBG) strain sensors and 8 optical thermocouples. • A full computational framework for accurate temperature analysis and prediction is provided. • The framework includes point-by-point solar radiation analysis with sun sheltering, culminating in a FEM in Abaqus. • The framework is used to compensate for temperature effects in FBG strain measurements (data normalization).

Authors

Institutions

Publication Details

Journal
Results in Engineering
Published
2024-08-15
DOI
https://doi.org/10.1016/j.rineng.2024.102718
Citations
6
Primary Topic
Structural Health Monitoring Techniques
Type
article
Field-Weighted Citation Impact
1.57

Funders

Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

A full computational framework for the temperature analysis of a flax-reinforced composite footbridge with field monitoring validation

S.P.G. Moonen, Marco Manconi
6 citations
Results in Engineering
Structural Health Monitoring Techniques
1.57
article

A full computational framework for the temperature analysis of a flax-reinforced composite footbridge with field monitoring validation

S.P.G. Moonen, Marco Manconi
article en
6 citations

Abstract

This research presents a computational framework for predicting temperatures in flax-reinforced composite sandwich footbridges. The case study is a 15m-span footbridge situated in Almere, the Netherlands, instrumented with 82 fiber Bragg grating (FBG) sensors and 8 thermocouples within an IoT-based structural health monitoring (SHM) system, enabling real-time evaluation. The main focus of this article is to enhance the understanding of structural temperature distributions in FRP sandwich cross-sections for bridge engineering applications. Furthermore, providing a comprehensive and accurate framework for temperature normalization of FBG strain measurements. The methodology involves environmental data, point-by-point solar radiation analysis with sun sheltering, and thermal properties characterization, culminating in a numerical analysis using Abaqus. A k-d tree binary search is performed previous to the numerical analysis to solve compatibility between Abaqus and Rhino's meshing algorithms. The non-uniform heat flux is used as input for the numerical analysis and handled through UEXTERNALDB and DFLUX subroutines. The use of a sub-modeling technique, allows the isolation, in correspondence of the sensor locations, of one critical section of the bridge for detailed analysis. Verification against in-situ measurements demonstrates the framework's efficacy. It was concluded that the framework restitutes errors in the range of ±1 ÷ 3 °C across varying weather conditions, during different seasons, and consistently for multiple sensor locations. Finally, the results are used to compensate strain measurements of nearby selected FBG sensors from the temperature counterparts. • An Internet of Things (IoT) Structural Health Monitoring (SHM) system enables real-time evaluation of the bridge’s health. • The footbridge is instrumented with 82 fiber Bragg grating (FBG) strain sensors and 8 optical thermocouples. • A full computational framework for accurate temperature analysis and prediction is provided. • The framework includes point-by-point solar radiation analysis with sun sheltering, culminating in a FEM in Abaqus. • The framework is used to compensate for temperature effects in FBG strain measurements (data normalization).

Results in EngineeringVol. 23
Eindhoven University of Technology (NL)
European Cooperation in Science and Technology, Interreg
Sustainable cities and communities
Openalex Percentile: Top 19%
Structural Health Monitoring Techniques
1.57
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.