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Fatigue Performance Evaluation of Severely Corroded Steel Strands

 Fatigue Performance Evaluation of Severely Corroded Steel Strands
Author(s): , ,
Presented at IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017, published in , pp. 2030-2034
DOI: 10.2749/vancouver.2017.2030
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Recently, one of the external tendons in Jung-reung-cheon Viaduct in Seoul was failed after 17 years of service due to severe corrosion in strands. As a part of the in-depth investigation, fatigue ...
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Bibliographic Details

Author(s): (Seoul National University, Seoul, Republic of Korea)
(Myongji University, Yong-in-si, Gyung-gi-do, Republic of Korea)
(Myongji University, Yong-in-si, Gyung-gi-do, Republic of Korea)
Medium: conference paper
Language(s): English
Conference: IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017
Published in:
Page(s): 2030-2034 Total no. of pages: 5
Page(s): 2030-2034
Total no. of pages: 5
Year: 2017
DOI: 10.2749/vancouver.2017.2030
Abstract:

Recently, one of the external tendons in Jung-reung-cheon Viaduct in Seoul was failed after 17 years of service due to severe corrosion in strands. As a part of the in-depth investigation, fatigue tests for the corroded strands were conducted to check the structural safety and serviceability of the defected tendons. Nine corroded strand specimens were collected from the replaced tendons. All corroded strands demonstrated very poor fatigue performance. All the specimens could not satisfy the minimum requirement of two million cycles at the stress range of 190 MPa recommended by Eurocode. Section loss in each specimen was measured at the fractured section and found that there is little correlation between section loss and fatigue life. It may be little fatigue life remaining once corrosion occurred in strands.

Keywords:
fatigue durability corrosion post-tensioning strand external tendon section loss