Tytuł artykułu
Autorzy
Identyfikatory
Warianty tytułu
Non-destructive testing for cables PT concrete and stay cable bridges
Języki publikacji
Abstrakty
Scharakteryzowano metody nieniszczące najczęściej stosowane do kontroli stanu kabli podwieszających i sprężających mosty. Przedstawiono metody preferowane do wykrywania defektów cięgien kabli podwieszających oraz kabli zewnętrznych i wewnętrznych kablobetonowych dźwigarów mostowych. Omówiono zakresy przydatności tych metod w praktyce.
The NDT methods most often used to control condition of tendons of these bridges have been characterized. Presented methods are preferable for the detection of defects in the strands of stay cables as well as external and inside cables of PT bridge girders. The range of usefulness of these methods in practice is discussed.
Czasopismo
Rocznik
Tom
Strony
497--503
Opis fizyczny
Bibliogr. 15 poz., il.
Twórcy
autor
Bibliografia
- [1] NCRP 353. Inspection and Maintenance of Bridge Stay Cable Systems. Transportation Research Board. Consultant H Tabatabai. University of Wisconsin-Milwaukee. Washington 2006.
- [2] NCHRP 14-28. Condition Assessment of Bridge Post-Tensioning and Stay Cable Systems Using NDE Methods. Final Report. S. Hurlebaus, M.B.D. Hueste, M.M. Karthik, T. Terzioglu. Transportation Institute the Texas A&M University System College Station, 2016.
- [3] NCHRP 848. Inspection Guidelines for Bridge Post-Tensioning and Stay Cable Systems Using NDE Methods. Research Report. Hurlebaus S., Hueste M., Karthik M., Terzioglu T. Transportation Institute The Texas A&M University System College Station, 2017.
- [4] Cereone Ch., Naito C., Corven J., Pessiki S., Keller W., Pakzad S.: Designing and Detailing Post Tensioned Bridges to Accommodate Non Destructive Evaluation. CORVENENG. Federal Highway Administration, ATLSS REPORT NO. 14-01,2015 (Internet).
- [5] Dowd J., Poser M., Frank K.H., Wood S.L., Williamson E.B.: Bending Fatigue of Cable Stays. "Journal of Bridge Engineering", Vol. 6, No. 6, Nov./Dec. 2001.
- [6] Maierhofer: Nondestructive Evaluation of Concrete Infrastructure with Ground Penetration Radar. 2003.
- [7] Manoj B.: Stay Cable Inspection. Infrastructure, The Masterbuilder - May 2013. (www.masterbuilder.co.in).
- [8] Mehrabi A.: Stay Cable Replacement the Luling Bridge. Louisiana Transportation Engineering Conference, 2009.
- [9] Kurz J.H., Niese F., Szielasko K., Laguerre L., Gaillet L.: NDT for Need Based Maintenance of Civil Infrastructure - Filame NDT a Franco-German Project for Monitoring and Inspection of Bridge Cables, Ropes and Pre-Stressed Elements (Internet).
- [10] Pollock D.G., Dupuis K.J., Lacour B., Olsen K.R.: Detection of voids in prestressed concrete bridges using thermal imaging and ground-penetrating radar" Transportation Research Board, 2008.
- [11] Runkiewicz L., Sieczkowski J.: Ocena techniczna obiektów budowlanych z wykorzystaniem metod nieniszczących i seminiszczących "Badania Nieniszczące i Diagnostyka", nr 3/2018.
- [12] Salam E.I.A.: System for Detection of Defects in Cables of Bridge Structures. University of Wisconsin-Milwaukee, 2013 (Internet).
- [13] Sarcos-Portillo A., Navarro-Cerpa A., Gareia-Legl H.: Inspection and Process of Tension of Cables of General Rafael Urdaneta Bridge. "Journal of Bridge Engineering", Vol. 8, No. 4, July 2003.
- [14] Wichmann H.H., Holst A., Budelmann H.: Magnetostress Measurement and Material Defect Detection in Prestressed Tendons using Coil Sensor. Nondestructive Testing in Civil Engineering. NDCE 2009.
- [15] Hae-Bum Yun, Se-Hoon Kim, Liuliu Wu, Jong-Jae Lee: Development of Inspection Robots for Bridge Cables. "The Scientific World Journal", Sept. 2013.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-0009b97b-d4e3-4fad-a420-5020434ddb4a