EventsThe 3rd International Online Conference on Corrosion and Materials Degradation
Published
This submission belongs to the session S8. AI and ML Tools and Digital Twins for Corrosion Prediction of the event The 3rd International Online Conference on Corrosion and Materials Degradation
Published date
25 Jun, 2026
Academic Editor
author-avatarAlankar Alankar
Citation
Kazuma Shibano, Tetsuya Suzuki, Norihiro Otaka, Yuji Fujimoto, Taiki Hagiwara, Detection of Pitting Corrosion in Stainless Steel Sheet Pile Walls using Deep Learning, in Proceedings of The 3rd International Online Conference on Corrosion and Materials Degradation, 30 June–2 July 2026, MDPI: Basel, Switzerland
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Detection of Pitting Corrosion in Stainless Steel Sheet Pile Walls using Deep Learning

Taiki Hagiwara 3
1. Graduate School of Science and Technology, Niigata University, Niigata, Japan, Japan
2. Nippon Steel Metal Products Co., Ltd, Tokyo, Japan, Japan
3. Graduate School of Sciences and Technology for Innovation, Yamaguchi University, Yamaguchi, Japan, Japan
4. Institute of Agriculture, Niigata University, Niigata, Japan, Japan
Abstract

Stainless steel sheet pile walls are increasingly adopted in agricultural drainage channels as a corrosion-resistant alternative to conventional steel sheet piles. However, their high passive-film stability means that measurable thickness reduction does not occur within approximately ten years of installation, rendering conventional ultrasonic thickness measurement ineffective for early-stage condition assessment. This study proposes a deep learning-based automated detection system for pitting corrosion on stainless steel sheet pile surfaces using visible images acquired with a standard smartphone camera.

Two martensitic and ferritic stainless steel grades, SUS410 (Pitting Index: 11) and SUS430 (Pitting Index: 16), were sampled from an agricultural drainage channel in Niigata Prefecture, Japan, after five years of exposure in a brackish water environment with chloride ion concentrations of approximately 120 mg/L. Pixel-level annotation was performed on cropped regions of approximately 60 mm × 270 mm, and the U-Net semantic segmentation model was adopted as the detection model. Bayesian hyperparameter optimization using Optuna with the Tree-structured Parzen Estimator was applied across 100 independent trials to ensure robust performance evaluation. Data augmentation using vertical flip and blur operations was incorporated to improve generalization on the limited dataset.

The deep learning approach achieved F1-scores of 0.831 (SUS410) and 0.808 (SUS430), substantially outperforming the conventional binary thresholding baseline (F1-scores: 0.407 and 0.329, respectively). Data augmentation contributed improvements of approximately 1.2–2.8 percentage points. The results also confirmed the superior pitting resistance of SUS430, which exhibited markedly lower pit density and area ratio relative to SUS410. The proposed method enables non-destructive, quantitative assessment of early-stage pitting corrosion using readily available imaging equipment, offering a practical and cost-effective tool for infrastructure maintenance and long-term durability evaluation of agricultural water management facilities.

Keywords
Pitting corrosion detection
Stainless steel sheet piles
Deep learning
U-Net
Semantic segmentation
Image analysis
Infrastructure inspection
Non-destructive testing
Corrosion monitoring
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