PSI - Issue 78

Carlo Pettorruso et al. / Procedia Structural Integrity 78 (2026) 1190–1196

1196

References

ASTM C876-91(1999). Standard Test Method for Half-Cell Potentials of Uncoated Reinforcing Steel in Concrete, ASTM In-ternational: West Conshohocken, PA, USA, 1999. Consiglio Superiore dei Lavori Pubblici (CSLLPP). Linee guida per la classificazione e gestione del rischio, la valutazione della sicurezza ed il monitoraggio dei ponti esistenti, Rome, Italy, 2020 (in Italian). Fabre Consortium. Ispezioni Speciali su Ponti Esistenti in c.a.p. a Cavi Scorrevoli ai Sensi delle Linee Guida, Pisa, Italy, 2022 (in Italian). Federal HighWay Administration (FHWA). Guidelines for Sampling, Assessing, and Restoring Defective Grout in Prestressed Concrete Bridge Post-Tensioning Ducts. Report no. FHWA-HRT-13-028, Washington, DC, USA, 2013. Giannopoulos, A., Macintyre, P., Rodgers, S., Forde, M.C., 2002. GPR Detection of Voids in Post-Tensioned Concrete Bridge Beams. In Proceedings of the 9th International Conference on Ground Penetrating Radar, Santa Barbara, CA, USA. Highways England. CS 465 - Management of Post-Tensioned Concrete Bridges, London, UK, 2020. Hurlebaus, S., Hueste, M.B.D., Karthik, M.M., Terzioglu, T., 2017. Inspection Guidelines for Bridge Post-Tensioning and Stay Cable Systems Using NDE Methods, NCHRP Research Report 848, The National Academies Press: Washington, DC, USA. Kukay, B., Barr, P.J., Halling, M.W., Womack, K., 2010. Determination of the Residual Prestress Force of In-Service Girders Using Non Destructive Testing. In Proceedings of the Structures Congress 2010, American Society of Civil Engineers (ASCE): Or-lando, Florida, USA, pp. 709 – 716. Mazzatura, I., Casas, J., Salvatore, W., Caprili, S., 2024. Reliability of Ultrasonic Tomography in Detecting Grouting Defects in Post-Tensioned Structures by PoD Curves. Eng. Struct., 302, 117352. https://doi.org/10.1016/j.engstruct.2023.117352. Morelli, F., Panzera, I., Piscini, A., Salvatore, W., Chichi, F., Marconi, G.P., Maestrini, D., Gammino, M., Mori, M., 2021. X-Ray Measure of Tensile Force in Post-Tensioned Steel Cables. Constr. Build. Mater., 305, 124743, https://10.1016/j.conbuildmat.2021.124743. Permeh, S., Lau, K., 2022. Review of Electrochemical Testing to Assess Corrosion of Post-Tensioned Tendons with Segregated Grout. Constr. Mater., 2, 70 – 84. https://doi.org/10.3390/constrmater2020006. Pettorruso C, Rossi D, Quaglini V., 2025. A Performance-Based Ranking Approach for Optimizing NDT Selection for Post-Tensioned Bridge Assessment. Infrastructures, 10(8):194. https://doi.org/10.3390/infrastructures10080194 Quaglini, V., Pettorruso, C., Cattaneo, S., Rossi, D., 2023. Assessment of bridge Post-Tensioning systems using non-destructive (ND) inspection methods. Ce/papers Proceedings in civil engineering, 6 (5), 9-17. https://10.1002/cepa.2065 Rossi, D., Pettorruso, C., Quaglini, V., Cattaneo, S., 2025. An Explorative Investigation of the Flat-Jack Test for Prestress Assessment in Post Tensioned Concrete Structures. Appl. Sci. 15, https://doi:10.3390/app15116199. Scheel, H., Hillemeier, B., 1997. Capacity of the Remanent Magnetism Method to Detect Fractures of Steel in Tendons Embedded in Prestressed Concrete. NDT&E Int., 30(4), 211 – 216. https://doi.org/10.1016/S0963-8695(96)00058-8. Täljsten, B., Paulsson, B., Elfgren, L., 2019. Prestressed Concrete Bridges: Condition Assessment and Future Challenges – A State-of-the-Art Report, Report No. BBT 2017-011, TRV 2018/28332, ID 6686, Trafikverket & Luleå University of Technology: Luleå, Sweden. Terzioglu, T., Karthik, M., Hurlebaus, S., Hueste, M.B.D., Maack, S., Woestmann, J., Wiggenhauser, H., Krause, M., Miller, P., Olson, L., 2018. Nondestructive Evaluation of Grout Defects in Internal Tendons of Post-Tensioned Girders. NDT&E Int., 99, 23 – 35. https://doi.org/10.1016/j.ndteint.2018.05.013. Trejo, D., Im, S.B., Pillai, R.G., Hueste, M.B.D., Gardoni, P., Hurlebaus, S., Gamble, M., 2009. Effect of Voids in Grouted Post-Tensioned Concrete Bridge Construction: Inspection and Repair Manual for External Tendons in Segmental, Post-Tensioned Bridges, Report No. FHWA/TX-09/0-4588-2, Texas Transportation Institute: College Station, TX, USA.

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