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Structural Health Monitoring I

Tracks
BREAKOUT B - CORAL II
Audience - General Interest
Audience - Management
Audience - Technicians
Industry: Aerospace: In-Space, Aviation
Industry: Energy: Petroleum, Renewable, Power Generation
Industry: Infrastructure: Construction, Amusements, Maintenance
Industry: NDT Services: Services, Inspection
Industry: Transportation: Automotive, Rail, Marine
Presentation Topic Level - Advanced
Presentation Topic Level - Intermediate
Presentation Topic Level - Novice
Tuesday, May 12, 2026
10:20 AM - 11:40 AM
Coral II

Speaker

Alessandra Panerai
Phd Candidate
Politecnico Di Milano

SHM and NDT of Adhesive Joints under Mixed Mode Loading

Abstract

The demand for lighter and more efficient structures has led to a search not only of lighter materials, but also suitable and efficient joining techniques. Adhesive bonding offers significant advantages, such as weight reduction and high strength, so there is a growing interest in its application and development. However, the certification and standardization of bonded joints and their inspection and monitoring is still lacking. Particularly concerning is the development of cracks in the adhesive layer, which may grow under the applied loads, potentially leading to failure. The inspection and monitoring of such damage is particularly challenging due to the multi-material nature of adhesive joints, and because the bondline is generally not accessible for inspection.
To address these challenges, an experimental campaign was conducted, focused on the development and assessment of suitable non-destructive and structural health monitoring techniques for monitoring crack growth in adhesively bonded joints. Cracked Lap Shear specimens were subjected to tensile fatigue loading, which induces a mixed mode loading condition in the adhesive layer, representative of typical in-service loading conditions. The effectiveness and accuracy of several monitoring methods – namely phased array ultrasonic testing, backface strain monitoring using distributed optical fibre sensors, and acoustic emission – were evaluated and compared against digital image correlation and visual crack length measurements.

Biography

Alessandra Panerai is a PhD Candidate at Politecnico di Milano. Her research deals with structural health monitoring and non destructive testing of adhesively bonded joints and composites.
Chia-Ming Chang
Professor
National Taiwan University

An iOS-Based Augmented Reality and Machine Learning System for Automated Indoor Structural Defect Detection

Abstract

Emerging needs for accurate, efficient, and scalable structural inspections demand advanced tools that transcend traditional, labor-intensive methods. While fundamental to assessing building integrity, manual visual inspections suffer from inconsistency, high labor costs, and delays that can compromise safety and hinder timely decision-making. This study introduces a novel mobile application that integrates augmented reality and machine learning to revolutionize indoor structural inspection workflows. The system leverages Apple’s ARKit and RoomPlan APIs to generate real-time 3D spatial reconstructions and perform indoor localization with high fidelity. Simultaneously, the YOLOv8 deep learning model detects common structural defects, such as surface cracks and spalling, in real time using live camera input. These components are seamlessly integrated within an interactive AR interface, allowing inspectors to document defects by raycasting them into a shared 3D coordinate system and associating them with floor plan geometry. Field validations are conducted across indoor environments to evaluate the system’s accuracy, usability, and performance under realistic conditions. Results show significant gains, including a 30–50% reduction in inspection time, enhanced spatial precision, and streamlined data management. All inspection data, including annotated images, floor plans, and spatial coordinates, are automatically consolidated into a single exportable dataset. This integrated solution demonstrates a promising direction for scalable, technician-friendly inspection tools that fuse real-time spatial computing with intelligent defect recognition.

Biography

Chia-Ming Chang is currently an Associate Professor and Deputy Director of AI Center in the Department of Civil Engineering at National Taiwan University. He is also Adjunct Assistant Research Fellow at National Center for Research on Earthquake Engineering. His research interests include structural control, structural health monitoring, and smart structures.
Dr David Alleyne
GUL - Guided Ultrasonics Ltd.

Comprehensive Inspection of Large-Diameter Pipelines Combining Guided Wave Screening (GWT) and Scanning (QSR)

Abstract

The inspection of large-diameter pipelines presents significant challenges in achieving reliable detection, accurate characterisation, and full coverage of corrosion and wall-loss defects. Guided Wave Testing (GWT) is widely used for long-range screening; however, screening results do not provide remaining wall thickness at areas of damage. This paper presents an integrated approach that combines long-range guided wave screening with Quantitative Short-Range (QSR) guided wave inspection to enhance decision-making for asset integrity management. Screening is first conducted to rapidly identify sections exhibiting no damage, isolated regions of concern, or areas with multiple indications. Subsequent targeted QSR inspection provides localised, quantitative minimum remaining wall thickness measurements, enabling improved defect sizing and prioritisation.
A case study involving two parallel 36-inch pipelines (approximately 400 m each), comprising both spiral-welded and seam-welded sections, demonstrates the effectiveness of this combined methodology. Using a Wavemaker G4 Mini system with an inflatable ring for screening, followed by QSR1 assessments, 100% inspection coverage was achieved, supporting the operator’s decision to repair, replace, or continue service. The results confirm that integrating screening and quantitative short-range guided wave techniques significantly improves inspection efficiency, sensitivity, and confidence in remaining life evaluations for large-diameter pipelines.

Biography

Brian is the Managing Director of GUL and co-founded the company in 1998. He holds degrees in Engineering Science from Penn State and a PhD in Mechanical Engineering from Imperial College London, awarded through a Marshall Scholarship that also enabled study in Lyon. His doctoral research on leaky guided waves led to the creation of the Disperse software, co-written with Prof Lowe. Brian holds several patents in guided wave testing, is a Level 3 inspector, and contributes to software, electronics, and product development at GUL. He also supervises a PhD student at Imperial College.
Glenn Washer
Professor
University Of Missouri - Columbia

Time-Lapse Thermal Imaging for Condition Assessment of Concrete Structures

Abstract

Corrosion of concrete components is ubiquitous in the civil infrastructure, from reinforced concrete bridges to buildings and power production infrastructure. The corrosion of embedded reinforcing bars leads to subsurface damage that propagates below the surface and manifests in spalling and loss of structural reliability. This presentation will describe a new approach for imaging subsurface damage in concrete components using a time-lapse thermography approach. Traditional methods of assessment such as sounding, sonic methods (e.g. impact echo), or Ground Penetrating Radar (GPR) can be intrusive, require traffic control or special access to implement, or have been shown to be ineffective in quantifying damage. Conventional Infrared thermography (IRT) can be utilized to detect subsurface damage with minimal access or traffic control, but has limitations due to varying environmental conditions that affect its reliability. A new approach known as Infrared Ultra-Time Domain imaging (IR-UTD) for imaging subsurface damage in concrete components has been recently developed. This new technological approach mitigates the environmental effects on measurements by combining long-term measurements (24 – 48 hrs) with advanced processing algorithms. Quantitative assessment of damage in concrete members can be achieved without access to the surface being assessed. Case study results will be presented that demonstrate the application of this new imaging technology on bridge decks, soffits and concrete cooling towers.

Biography

Dr. Glenn Washer is a Professor at the University of Missouri in Columbia, MO, US. Dr. Washer received his Ph.D. in Materials Science and Engineering from the Center for Nondestructive Evaluation (CNDE) at the Johns Hopkins University in 2001. His research interests are focused on condition assessment technology for civil infrastructure. This includes developing nondestructive evaluation (NDE) technologies for damage detection, reliability of inspection technologies, and risk-based inspection. Dr. Washer is a Fellow of the American Society for Nondestructive Testing (ASNT) and the recipient of its 2022 Lester/Mehl Honor Lecture and the William Via Bridge NDT Lifetime Service Award (2020).
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