0
  • DE
  • EN
  • FR
  • Base de données et galerie internationale d'ouvrages d'art et du génie civil

Publicité

Non-Destructive Testing for Detecting the Corrosions of External Post- Tensioned Tendons

 Non-Destructive Testing for Detecting the Corrosions of External Post- Tensioned Tendons
Auteur(s): , , , ,
Présenté pendant IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017, publié dans , pp. 873-879
DOI: 10.2749/vancouver.2017.0873
Prix: € 25,00 incl. TVA pour document PDF  
AJOUTER AU PANIER
Télécharger l'aperçu (fichier PDF) 0.19 MB

Recently, a failure of external post-tensioning strands was found in a bridge in Seoul, Korea. It was the first time that the failure of tendon in PSC box girder bridges was reported in South Korea...
Lire plus

Détails bibliographiques

Auteur(s): (Seoul National University, Seoul, South Korea)
(Seoul National University, Seoul, South Korea)
(Hanmac Engineering Co., Seoul, South Korea)
(COWI Korea Ltd. Seongnam, South Korea)
(Seoul National University, Seoul, South Korea)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017
Publié dans:
Page(s): 873-879 Nombre total de pages (du PDF): 7
Page(s): 873-879
Nombre total de pages (du PDF): 7
Année: 2017
DOI: 10.2749/vancouver.2017.0873
Abstrait:

Recently, a failure of external post-tensioning strands was found in a bridge in Seoul, Korea. It was the first time that the failure of tendon in PSC box girder bridges was reported in South Korea. A variety of attempts to find out the reason of tendon failure and to improve tendon maintenance system of PSC box girder bridges have been made after the failure. Out of many attempts, two types of NDT(Non-Destructive Testing) methods, MMFM(Magnetic Main Flux Method) and MFL(Magnetic Flux Leakage) were applied and compared to evaluate the capability and the effectiveness of the two methods to detect and quantify the deterioration associated with corrosion of strands. Two steps were taken to do so. First, both of the two NDT technologies were carried out for calibration and blind test, with damaged tendons in a laboratory environment. Afterwards, the external tendons were examined by the NDT systems inside the actual PSC box girders of the two bridges. This paper summarized the laboratory and on-site NDT test results to share the experiences.