0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

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

 Non-Destructive Testing for Detecting the Corrosions of External Post- Tensioned Tendons
Author(s): , , , ,
Presented at IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017, published in , pp. 873-879
DOI: 10.2749/vancouver.2017.0873
Price: € 25.00 incl. VAT for PDF document  
ADD TO CART
Download preview file (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...
Read more

Bibliographic Details

Author(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)
Medium: conference paper
Language(s): English
Conference: IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017
Published in:
Page(s): 873-879 Total no. of pages: 7
Page(s): 873-879
Total no. of pages: 7
Year: 2017
DOI: 10.2749/vancouver.2017.0873
Abstract:

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.

Keywords:
corrosion tendon failure non-destructive test external post-tensioned tendons PSC box girder bridge