Chapter
Apr 22, 2019
Structures Congress 2019

NDT Inspection of Critical ABC Details to Assure Life Cycle Performance and Avoid Future Unforeseen Excessive Repairs

Publication: Structures Congress 2019: Bridges, Nonbuilding and Special Structures, and Nonstructural Components

ABSTRACT

Accelerated bridge construction (ABC) employs prefabricated bridge elements moved to the bridge location and installed in place. Accordingly, ABC reduces many uncertainties associated with construction processes and performance during service life. It also improves the life cycle cost by reducing construction time and traffic interruptions, better control over schedule, and normally by the higher quality of elements resulting in better life-cycle performance. Nevertheless, prefabricated elements need to be made continuous using cast-in-place joints. ABC “closure joints” connecting deck elements to each other and to the bridge girders have greater exposure to degrading environmental effects, and often there is more focus on their evaluation. These joints, expected to become serviceable quickly can therefore be viewed as critical elements of the ABC bridges. Instances of defective (leaky) joints have been reported, and concerns have been raised about the long-term durability of the joints. The long-term deflections and environmental loading will only exacerbate this situation. These may overshadow the many advantages of ABC specifically as life-cycle performance and costs are concerned. Hence, health monitoring of ABC critical details, i.e., joints, becomes a priority for first assuring a life-cycle performance compatible with the prefabricated elements, and more importantly to address potential problems before damages become excessive. A variety of non-destructive testing (NDT) methods has been utilized in the past for structural health monitoring of bridges in general. However, a concerted attempt for evaluation of NDT techniques, comparison of capabilities, and selection of methods most applicable to ABC closure joints is lacking. As a part of the ABC-UTC program at the Florida International University, a research study is being undertaken to identify the defects associated with closure joints, to evaluate NDT methods for applicability to ABC closure joints, and finally to determine the most promising methods. This paper summarizes the results of this research study.

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ACKNOWLEDGEMENT

This paper is based on a project supported by the US Department of Transportation (Grant No. DTRT13-G-UTC41) through the Accelerated Bridge Construction University Transportation Center (ABC-UTC). The opinions, findings, and conclusions expressed here are those of the author(s) and not necessarily of the sponsor.

REFERENCES

Alobaidi, W. M., Alkuam, E. A., Al-Rizzo, H. M., and Sandgren, E. (2015). Applications of Ultrasonic Techniques in Oil and Gas Pipeline Industries: A Review. American Journal of Operations Research. 5( 274-287).
Cho, H., Hasanian, M., Shan, S., & Lissenden, C. J. (2018). Nonlinear guided wave technique for localized damage detection in plates with surface-bonded sensors to receive Lamb waves generated by shear-horizontal wave mixing. NDT & E International.
Culmo, M. P. (2009). Connection details for prefabricated bridge elements and systems (No FHWA-IF-09-010).
Culmo, M. P. (2011). Accelerated bridge construction-experience in design, fabrication and erection of prefabricated bridge elements and systems (No FHWA-HIF-12-013).
Dehghan-Niri, E., & Salamone, S. (2015). A multi-helical ultrasonic imaging approach for the structural health monitoring of cylindrical structures. Structural Health Monitoring, 14(1), 73-85.
Dubuc, B., Ebrahimkhanlou, A., & Salamone, S. (2018). Higher order longitudinal guided wave modes in axially stressed seven-wire strands. Ultrasonics, 84, 382-391.
Farhangdoust, S., Mehrabi, A. B., & Mowsavi, S. F. A. (2018, March). NDT methods applicable to health monitoring of ABC closure joints. In Proceedings of the 27th Research Symposium—e American Society for Non-Destructive Testing (ASNT).
Garber, D., and Shahrokhi, E. (2018). Performance Comparison of In-Service, Full-Depth Precast Concrete Deck Panels to Cast-in-Place Decks. ABC-UTI. Report number: ABC-UTC-2013-C3-FIU05-Interim1.
Gucunski, N., Yan, M., Wang, Z., Fang, T., & Maher, A. (2011). Rapid bridge deck condition assessment using three-dimensional visualization of impact echo data. Journal of Infrastructure Systems, 18(1), 12-24.
Gucunski, N., & National Research Council. (2013). Nondestructive testing to identify concrete bridge deck deterioration. Transportation Research Board.
Lee, S., Kalos, N., and Shin, D. H. (2014). Non-Destructive Testing Methods in the U.S. for Bridge Inspection and Maintenance. KSCE Journal of Civil Engineering. 18, (5)pp 1322-1331.
Mccann, D., & Forde, M. (2001). Review of NDT methods in the assessment of concrete and masonry structures. NDT & E International. 34(2). pp 71-84.
Mehrabi, A. B. (2006). In-service evaluation of cable-stayed bridges, overview of available methods and findings. Journal of Bridge Engineering, 11(6), 716-724.
Mehrabi, A. B., & Farhangdoust, S. (2018). A Laser-Based Noncontact Vibration Technique for Health Monitoring of Structural Cables: Background, Success, and New Developments. Advances in Acoustics and Vibration. 2018.
Park, S., Kim, J., Lee, C., and Lee, J. (2014). Magnetic Flux Leakage Sensing-Based Steel Cable NDE Technique. Shock and Vibration. 2018
Parrillo, R., Roberts, R., & Haggan, A. (2006, September). Bridge deck condition assessment using ground penetrating radar. In ECNDT Conference Proceeding, Berlin, Germany (pp. 25-29).
Shi, Y., Zhang, C., Li, R., Cai, M., and Jia, G. (2015). Theory and Application of Magnetic Flux Leakage Pipeline Detection. Sensors. vol. 15(12). pp 31036-31055.
Tashakori, S., Baghalian, A., Senyurek, V. Y., Farhangdoust, S., McDaniel, D., & Tansel, I. N. (2018). Composites Bond Inspection Using Heterodyne Effect and SuRE Methods. Shock and Vibration, 2018.
Taskin, M., Elazig, U. C., & Turkmen, M. (2011). X-ray tests of AISI 430 and 304 stainless steels and AISI 1010 low carbon steel welded by CO2 laser beam welding. Materials Testing. 53(11-12). 741-747.

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Go to Structures Congress 2019
Structures Congress 2019: Bridges, Nonbuilding and Special Structures, and Nonstructural Components
Pages: 231 - 242
Editor: James Gregory Soules, McDermott International
ISBN (Online): 978-0-7844-8223-0

History

Published online: Apr 22, 2019
Published in print: Apr 22, 2019

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Authors

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Saman Farhangdoust, M.ASCE [email protected]
Ph.D. Candidate, Accelerated Bridge Construction Univ. Transportation Center (ABC-UTC), Dept. of Civil and Environmental Engineering, Florida International Univ., Miami, FL 33174, USA. E-mail: [email protected]
Armin Mehrabi, Ph.D., M.ASCE [email protected]
P.E.
Associate Professor, Accelerated Bridge Construction Univ. Transportation Center (ABC-UTC), Dept. of Civil and Environmental Engineering, Florida International Univ., Miami, FL 33174, USA. E-mail: [email protected]

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