Evaluation of Subsurface Damage for In-Service Concrete Dam by Time-Series Deep Learning with Three-Dimensional Shadow Modeling
This study integrates shadow effect simulation with surface temperature prediction methods for concrete dam monitoring using passive infrared thermography. UAV-LiDAR based three-dimensional point cloud analysis enabled accurate shadow effect simulation on concrete dam surfaces throughout diurnal cycles using geometric ray-tracing algorithms. Two prediction methods were systematically compared: heat balance analysis incorporating solar radiation modeling and Long Short-Term Memory (LSTM) neural networks, both evaluated with and without shadow effects. LSTM with shadow effects achieved the highest prediction accuracy (MAE: 1.07°C) compared to heat balance analysis with shadow effects (MAE: 2.94°C), demonstrating superior performance in capturing meteorological-thermal relationships. Both enhanced methodologies successfully distinguished surface temperature variations between damaged (spalling) and non-damaged areas with sufficient accuracy (MAE: 1.64°C) for reliable subsurface damage detection applications. The results demonstrate that LSTM effectively captures complex environmental-structural interactions through implicit learning of 11 meteorological parameters, while shadow effect incorporation significantly enhances prediction accuracy for both computational approaches. This integrated approach provides a robust and practical framework for structural health monitoring of aging concrete dam infrastructure through advanced passive infrared thermography techniques.
Authors
- Kentaro Ohno (ORCID: https://orcid.org/0009-0007-9683-4227)
- Taiki Hagiwara
- Masaomi Kimura (ORCID: https://orcid.org/0000-0003-0229-0569)
- Ninel Alver (ORCID: https://orcid.org/0000-0002-7095-944X)
- Tetsuya Suzuki (ORCID: https://orcid.org/0000-0003-2919-5481)
- Kazuma Shibano
Publication Details
- Journal
- e-Journal of Nondestructive Testing
- Published
- 2025-09-18
- DOI
- https://doi.org/10.58286/31665
- Primary Topic
- Dam Engineering and Safety
- Type
- article
- Field-Weighted Citation Impact
- 0.00