Related Experiment Video
Updated: Mar 20, 2026

Crack Monitoring in Resonance Fatigue Testing of Welded Specimens Using Digital Image Correlation
Published on: September 29, 2019
Gold nanocomposites-based photoacoustic multi-modal ultrasonic response coupling numerical simulation for
Cong Du1, Yumeng Sun1, Yinnan Sun1
1School of Mechanical-Electronic and Vehicle Engineering, Photoacoustic Sensing and AI Safety Monitoring Laboratory, Beijing University of Civil Engineering and Architecture, Beijing 102616, China.
Abstract:
Photoacoustic (PA) technologies have found increasing application in ultrasonic monitoring, particularly for evaluating micro-cracks in metallic materials. In this study, we investigate the underlying mechanism of ultrasound generation via the PA effect and propose a comprehensive multi-modal ultrasonic analysis framework aimed at the quantitative detection of surface-breaking micro-cracks in HRB400 crescent ribbed rebar. To enhance the efficiency of PA conversion, a gold polydimethylsiloxane nanocomposite (Au-PDMS) was synthesized through a straightforward one-pot method, and broadband ultrasonic waves were excited using a 532 nm nanosecond pulsed laser. Drawing from experimental insights into corrosion-induced damage, we constructed a numerical simulation model to track crack development over time. A series of crack evolution scenarios were simulated by incrementally increasing crack depth in 500 μm steps. The resulting ultrasonic responses were examined in both time and frequency domains to extract key features. Based on these characteristics, a set of multi-parameter predictive mathematical models was established. The results underscore the sensitivity and robustness of the proposed multi-modal ultrasonic approach in capturing crack progression, offering a promising tool for advanced non-destructive evaluation (NDE) of rebar structural integrity.
Related Concept Videos
Microcracking in Concrete
Types of Non-structural Cracks in Concrete
Plastic shrinkage cracks typically form within hours after the concrete is poured. The concrete's surface dries faster than the bottom, creating tensile stress that the still-plastic concrete cannot withstand, leading to diagonal or randomly patterned cracks on the concrete surface.

