INFRASTRUCTUREAging Bridge Detection Through Digital Image Correlation
Researchers have developed a novel and practical method of assessing the mechanical properties of structures, with potential application to structural health monitoring of large structures such as bridges and viaducts.
A team of researchers from Newcastle University of Singapore and National University of Singapore, led by Mr. Loh Tick Boon, with supervisor Dr. JJ Chong, has developed a novel and practical method of assessing the mechanical properties of structures, with potential application to structural health monitoring of large structures such as bridges and viaducts in Singapore.
The team has published their findings in a paper in the journal Electronics that was an extended version of research presented at the 24th International Conference on Mechatronics Technology (ICMT) in 2021.
The Young’s modulus is a crucial mechanical property that measures the stiffness of solid materials. Traditionally, determining the Young’s modulus involves destructive material testing. However, this paper proposes a novel approach using Digital Image Correlation (DIC) combined with numerical back-analysis to evaluate the dynamic Young’s modulus of materials, particularly for bridges and viaducts.
To demonstrate the method, three different materials (brass, aluminum, and steel) were subjected to both static and dynamic tests. A static transverse displacement was applied to the free end of a beam, which was then allowed to vibrate freely. Using DIC, the resulting vibrations at the free end were monitored, and the natural frequencies of the beam were derived through fast fourier transform (FFT) analysis of the DIC measured time history.
To obtain the Young’s modulus, modal back-analysis was employed, utilizing the finite element program Ansys 2022 R1. By correlating the Young’s modulus with the fundamental natural frequency of the beam, the material’s dynamic properties were successfully determined using a combination of numerical and DIC techniques. Importantly, this non-contact evaluation method eliminates the need for destructive testing, making it a valuable tool for assessing the structural integrity of bridges and buildings.
The potential applications of this innovative method extend to bridge and building assessments, as well as structural health monitoring (SHM). By enabling non-destructive evaluation, this approach contributes to improved safety, durability, and performance of critical infrastructure.
