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NDT for need based maintenance of bridge cables, ropes and pre-stressed elements

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Abstract

Infrastructure is subject to continuous ageing. This has given life cycle management of infrastructure an increasingly important role. Reliable inspection and monitoring tools are therefore in demand. A reliable prognosis of the condition and behaviour of a structure is an important basis for an effective service life management. Furthermore, traffic loads and loads due to changing environmental conditions increased during the last years and will increase in the future. Repair and maintenance have to be performed, which requires reliable concepts and measurement of data, which is preferably gained through non-destructive methods. Furthermore, infrastructural constructions often have to be reconditioned when they are in use i. e. they cannot be torn down and rebuilt. Therefore, reliable diagnosis of the state of ‘hot spots’ is required. Within the frame of the Franco-German project FilameNDT steel wires of external tendon ducts and prestressing strands, prestressing rods, and stay cables are investigated. With regards to this field of application, practical relevance can only be gained when easily applicable and long ranging methods are used. The evaluation of extended structural elements using non-contact movable systems {bulk wave and guided wave application [Piezo, electromagnetic acoustic transducers (EMAT)], magnetic flux leakage (MFL), Micromagnetic methods} and those of localized elements based on elastic guided wave propagation—are complementary since they can be applied according to the various accessibility conditions of the tested objects. Inspection and monitoring scenarios were developed, hot spots were identified, and lab tests as well as field tests were carried out. A real cable stayed bridge in the Saarland region is available for monitoring within the frame of the project. Results from local investigations using guided waves and from monitoring field tests with micromagnetic sensors are presented and discussed. The results show the scenarios where the non-destructive methods are applicable and how the results can be used for structural health monitoring and maintenance concepts.

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References

  1. Potts AE (1988) Non-destructive testing of steel wire ropes. Symposium of the British Institute of Non destructive Testing, London

  2. Weischedel HR, Hohle HW (1995) Quantitative non-destructive in-service evaluation of stay cables of cable-stayed bridges: methods and practical experience. SPIE 2456:226–236

    Article  Google Scholar 

  3. Barton JR, Teller CM, Suhler SA (1989) Design, develop, and fabricate a prototype non-destructive inspection and monitoring system for structural cables and strands of suspension bridges. Report FHWA-RD-89-158, Federal Highway Administration, Washington, DC

  4. Hanasaki K, Tsukada K, Moriya T (2000) A magnetic method for evaluation of the deterioration of large diameter wire ropes. WCNDT Symposium, Roma

  5. Bergamini A, Christen R, Motavalli M (2003) A Simple Approach to the Automatic Recognition of Flaws in Large Diameter Steel Cables. NDT-CE, Berlin

    Google Scholar 

  6. Paulson PO (1998) Continuous acoustic monitoring of suspension bridges and cable stays, Proceedings of SPIE, 3400:205–213

  7. Sluszka P, Gagnon C, Rankin S (2006) Inspection, evaluation and monitoring of suspension bridge cables. ASCE Conference Proceedings, Structural Engineering and Public Safety

  8. Ghorbanpoor A (1999) Evaluation of prestressed concrete girders using magnetic flux leakage proceedings of the ASCE structures congress, structural engineering in the 21st century, New Orleans pp 284–287

  9. Hillemeier B, Walter A (2007) Fast Non-destructive localisation of prestressing steel fractures in post-tensioned concrete bridges. In: Advances in Construction Materials, Springer, pp 563–574

  10. Pavlakovic B, Lowe M, Cawley P (2003) The inspection of tendons in post-tensioned concrete using guided waves. Insight 41(7):446–452

    Google Scholar 

  11. Suzuki N, Takamatsu H, Kawashima S, Sugii KI, Iwasaki M (1988) Ultrasonic detection method for wire breakage. Kobelco Technol Rev 4:23–26

    Google Scholar 

  12. Bligh RP, Nakirekanti S, Bray DE, James RW (1994) Evaluation of NDE techniques for detecting grout defects in cable stays. Materials Evaluation pp 508–514

  13. Ciolko AT, Tabatabai H (1999) Non-destructive methods for condition evaluation of prestressing steel strands in concrete bridges. Final Report, NCHRP Project pp 10–53

  14. Elsener B (2006) Long-term monitoring of electrically isolated post-tensioning tendons. Struct Concr 6(3):101–106

    Article  Google Scholar 

  15. Nussbaum JM (1999) Zur Erkennbarkeit von Drahtbrüchen in Drahtseilen durch Analyse des magnetischen Störstellenfeldes. Dissertation, University of Stuttgart

  16. Sawade G, Gampe U, Krause HJ (1998) Non-destructive examination of prestressed tendons by the magnetic stray field method. In: Proceedings 4th Conference on Engineering Structural Integrity Assessment, Cambridge UK pp 353–363

  17. Hillemeier B, Walther A, Pak C (2008) Fast non-destructive localisation of prestressing steel fractures in post-tensioned concrete bridges. In: Accelerated bridge construction—highway for life conference, Baltimore, Maryland pp 409–410

  18. Laguerre L, Bouhelier M, Grimault A (2004) Application of ultrasonic guided waves to the evaluation of steel members integrity. In: 2nd European conference on structural health monitoring (SHM), Munich, Germany

  19. Laguerre L, Aime JC, Brissaud M (2002) Magnetostrictive pulse-echo device for non destructive evaluation of cylindrical steel materials using longitudinal guided waves. Ultrasonics 39(7):503–514

    Article  Google Scholar 

  20. Sprenger H, Gaul L (2011) Ultrasonic Structural Health Monitoring of Cable Structures. In: Fu-Kuo Chang (ed) Structural Health Monitoring, Condition-based Maintenance and Intelligent Structures. Lancaster, DEStech Publications, vol 2, Inc., p 12

  21. Hayashi T, Tamayama C, Murase M (2003) Guided wave dispersion curves for a bar with an arbitrary cross-section, a rod and rail example. Ultrasonics 41(3):175–183

    Article  Google Scholar 

  22. Wilcox P, Lowe MJS, Cawley P (2005) Omnidirectional guided wave inspection of large metallic plate structures using an EMAT array. IEEE UFFC 52(4):652–665

    Google Scholar 

  23. Jiles D (1991) Introduction to Magnetism and Magnetic Materials. Chapman and Hall, London

    Book  Google Scholar 

  24. Huang M, Jiang L, Liaw P, Brooks C, Seeley R, Klarstrom D (1998) Using acoustic emission in fatigue and fracture. Mater Res 50(11):1–12

    Google Scholar 

  25. Kim YP, Fregonese M, Mazille H, Féron D, Santarini G (2003) Ability of acoustic emission technique for detection and monitoring of crevice corrosion on 304L austenitic stainless steel. NDT&E Int 36:553–562

    Article  Google Scholar 

  26. Shield CK (1997) Comparison of acoustic emission activity in reinforced and prestressed concrete beams under bending. Constr Build Mater 1(3):189–194

    Article  Google Scholar 

  27. Yuyama S, Yokoyama K, Niitani K, Ohtsu M, Uomoto T (2007) Detection and evaluation of failures in high-strength tendon of prestressed concrete bridges by acoustic emission. Constr Build Mater 21:491–500

    Article  Google Scholar 

  28. Taylor JL, Casey NF (1984) The acoustic emission of steel wire ropes. Wire Ind 51(601):79–82

    Google Scholar 

  29. Sison M, Duke JC, Horne M (1996) Acoustic emission monitoring of steel bridges members. Final report, Virginia Transportation Research Council, VA 24061-0219

  30. Casey NF, Taylor JL (1985) The evaluation of wire rope by acoustic emission technique. Br J NDT 27(6):351–356

    Google Scholar 

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Acknowledgments

The authors would like to thank the German Federal Ministry of Education and Research and the French Agence Nationale de la Recherche for financial support in frame of the Programme Inter Carnot Fraunhofer PICF of the project ‘NDT for Need Based Maintenance of Civil Infrastructure—External Prestressing Strands, Embedded Stay Cables, Internal Prestressing Strands and Rods’.

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Authors and Affiliations

  1. Fraunhofer Institute for Nondestructive Testing (IZFP), Campus E3 1, 66123, Saarbrücken, Germany

    Jochen H. Kurz, Frank Niese, Klaus Szielasko & Ralf Tschuncky

  2. Institut français des sciences et technologies des transports, de l’aménagement et des réseaux (IFSTTAR), Route de Bouaye-CS4, 44344, Bouguenais cedex, France

    Laurent Laguerre, Laurent Gaillet & Fabien Treyssede

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  1. Jochen H. Kurz
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  2. Laurent Laguerre
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  3. Frank Niese
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  4. Laurent Gaillet
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  5. Klaus Szielasko
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  6. Ralf Tschuncky
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  7. Fabien Treyssede
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Correspondence to Jochen H. Kurz.

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Kurz, J.H., Laguerre, L., Niese, F. et al. NDT for need based maintenance of bridge cables, ropes and pre-stressed elements. J Civil Struct Health Monit 3, 285–295 (2013). https://doi.org/10.1007/s13349-013-0052-5

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  • DOI: https://doi.org/10.1007/s13349-013-0052-5

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