Structural health monitoring of bridges using digital image correlation

Christopher Nonis; Christopher Niezrecki; Tzu-Yang Yu; Shafique Ahmed; Che-Fu Su; Tim Schmidt

doi:10.1117/12.2009647

17 April 2013 Structural health monitoring of bridges using digital image correlation

Christopher Nonis, Christopher Niezrecki, Tzu-Yang Yu, Shafique Ahmed, Che-Fu Su, Tim Schmidt

Proceedings Volume 8695, Health Monitoring of Structural and Biological Systems 2013; 869507 (2013) https://doi.org/10.1117/12.2009647
Event: SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring, 2013, San Diego, California, United States

Abstract

Due to the aging global civil infrastructure (e.g. bridges), there is a critical need for monitoring and assessing structural integrity of large scale structures. According to the ASCE, in 2008, the average bridge in the U.S.A. was 43 years old and 161,892 bridges were structurally deficient or obsolete. Currently, bridge health is assessed primarily using qualitative visual inspection, which is not always reliable because some damage is difficult to detect, quantify visually, or is subject to human interpretation. Traditional sensors such as strain gages, and displacement sensors, have been recently used to monitor bridges. These sensors only measure at discrete points or along a line, making it difficult to detect damage that is not in the immediate vicinity of the sensor or is difficult to interpret. To address these issues, this paper investigates the use of three-dimensional (3D) digital image correlation (DIC) as a sensing approach for improved bridge structural health monitoring. 3D DIC is a non-contact, full field, optical measuring technique that uses digital cameras to measure surface geometry, displacement, and strain. It is proposed that DIC can be used for monitoring by imaging a bridge periodically and computing strain and displacement from images recorded at different dates or operating conditions. In this paper, DIC is shown to locate non-visible cracks in concrete, quantify spalling, and measure bridge deformation. These techniques are first demonstrated in the laboratory. Field measurements are also made on three full-scale bridges. This paper discusses challenges and solutions to implementing DIC on large structures in the field. The results reveal that DIC is an effective approach to monitor the integrity of large scale civil infrastructure.

Citation Download Citation

Christopher Nonis, Christopher Niezrecki, Tzu-Yang Yu, Shafique Ahmed, Che-Fu Su, and Tim Schmidt "Structural health monitoring of bridges using digital image correlation", Proc. SPIE 8695, Health Monitoring of Structural and Biological Systems 2013, 869507 (17 April 2013); https://doi.org/10.1117/12.2009647

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