Integrated formwork removal decision framework for concrete slabs using FBG sensors and machine learning

Accurate prediction of early-age concrete strength is critical for ensuring construction safety and optimizing formwork removal schedules. This study presents an integrated decision-making framework for curing quality management, employing Fiber Bragg Grating (FBG) sensors to monitor internal temperature and drying shrinkage for 28 days. To validate hydration kinetics, a thermo-mechanical coupled analysis was conducted, and a machine learning framework using Gradient Boosting was explored to predict compressive strength. The results indicated that a literature-based dataset limited to 55 points led to an R 2 approaching 1, revealing inherent overfitting due to reliance on ambient rather than internal core temperatures. These observed deviations highlight the necessity of in-situ monitoring. The study concludes that enhancing predictive robustness requires larger datasets synchronized with internal hydration heat records to mitigate overfitting in field applications.

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Publication Details

Journal
Frontiers in Materials
Published
2026-03-27
DOI
https://doi.org/10.3389/fmats.2026.1762995
Primary Topic
Concrete Properties and Behavior
Type
article
Field-Weighted Citation Impact
0.00
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article

Integrated formwork removal decision framework for concrete slabs using FBG sensors and machine learning

Dae-gil Kim, Hyoung-jun Park, Inkyu Rhee, Yubin Choe
Frontiers in Materials
Concrete Properties and Behavior
article

Integrated formwork removal decision framework for concrete slabs using FBG sensors and machine learning

Dae-gil Kim, Hyoung-jun Park, Inkyu Rhee, Yubin Choe
article en

Abstract

Accurate prediction of early-age concrete strength is critical for ensuring construction safety and optimizing formwork removal schedules. This study presents an integrated decision-making framework for curing quality management, employing Fiber Bragg Grating (FBG) sensors to monitor internal temperature and drying shrinkage for 28 days. To validate hydration kinetics, a thermo-mechanical coupled analysis was conducted, and a machine learning framework using Gradient Boosting was explored to predict compressive strength. The results indicated that a literature-based dataset limited to 55 points led to an R 2 approaching 1, revealing inherent overfitting due to reliance on ambient rather than internal core temperatures. These observed deviations highlight the necessity of in-situ monitoring. The study concludes that enhancing predictive robustness requires larger datasets synchronized with internal hydration heat records to mitigate overfitting in field applications.

Frontiers in MaterialsVol. 13
Chonnam National University (KR), Electronics and Telecommunications Research Institute (KR)
Openalex Percentile: Top 6%
Concrete Properties and Behavior
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