Sensing Skin Technology for Fatigue Crack Monitoring of Steel Bridges: Laboratory Development, Field Validation, and Future Directions

Authors

  • Han Liu Department of Civil, Construction and Environmental Engineering, Iowa State University
  • Simon Laflamme Department of Civil, Construction, and Environmental Engineering, Iowa State University, Ames, IA,USA
  • Jian Li Department of Civil, Environmental and Architectural Engineering, The University of Kansas, Lawrence, KS, USA
  • Austin Downey Department of Mechanical Engineering, University of South Carolina, Columbia, SC,USA
  • Caroline Bennett Department of Civil, Environmental and Architectural Engineering, The University of Kansas, Lawrence, KS, USA
  • William Collins Department of Civil, Environmental and Architectural Engineering, The University of Kansas, Lawrence, KS, USA
  • Paul Ziehl Department of Mechanical Engineering, University of South Carolina, Columbia, SC,USA
  • Hongki Jo Department of Civil, Architectural, Environmental Engineering and Mechanics, The University of Arizona, Tucson, AZ,USA
  • Michael Todsen Bridges and Structures Bureau, Iowa Department of Transportation, Ames, IA,USA

Keywords:

Structural Health Monitoring, soft elastomeric capacitor, capacitive sensor board, fatigue, steel bridge

Abstract

A significant number of steel bridges are vulnerable to fatigue cracks, and the timely discovery of damage is critical in ensuring safety and continuous operations. Despite various crack monitoring methods available in the field of structural health monitoring (SHM) to empower real-time feedback, few commercially-available technologies are applicable to the task of discovering new cracks because of the highly localized nature of the sensors. The authors have developed a sensing skin constituted from soft elastomeric capacitors (SECs). An SEC is a large-area strain gauge that transduces strain into a measurable change in capacitance. It can be easily deployed over large surfaces, and thus can be used to discover new fatigue cracks. The technology has been developed and characterized in a laboratory environment over the last decade. It has been recently deployed in the field on a bridge located in Kansas, USA. The aim of this paper is to present and discuss technological updates that were necessary to enable field deployment, with the objective of supporting the field deployment of the cSEC and other SHM technologies. In particular, it reviews the following SEC technology modifications: 1) corrugation of the surface of the dielectric, creating a corrugated SEC or cSEC, to improve sensing performance; 2) development of a dedicated wireless data acquisition system; and 3) improvement of the data fusion algorithm to account for higher signal contamination in the field. After this review, challenges in conducting field deployment are examined. Lastly, a discussion is provided on a path to commercialization.

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Published

09/05/2024

How to Cite

Liu, H., Laflamme, S., Li, J., Downey, A., Bennett, C., Collins, W., … Todsen, M. (2024). Sensing Skin Technology for Fatigue Crack Monitoring of Steel Bridges: Laboratory Development, Field Validation, and Future Directions. International Journal of Bridge Engineering, Management and Research, 1(1), 21424002–1:12. Retrieved from https://ijbemr.org/index.php/ber/article/view/8