Equivalent material model of corroded prestressing steel strand

被引:69
|
作者
Jeon, Chi-Ho [1 ]
Lee, Jae-Bin [1 ]
Lon, Sokanya [1 ]
Shim, Chang-Su [1 ]
机构
[1] Chung Ang Univ, Dept Civil & Environm Engn, Seoul, South Korea
关键词
Prestressed concrete bridge; Prestressing steel; Corrosion; Section loss; Strength; Ductility;
D O I
10.1016/j.jmrt.2019.02.010
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
One of the main load resisting elements in prestressed concrete bridges is prestressing steel. Corrosion of the prestressing steel is generally protected by grouting and duct. Even though the strand is crucial, it is difficult to visually inspect the corrosion. In this paper, corrosion of the strand is classified into three types according to observation of corroded strands from existing bridges. Equations for section loss of the corroded strand were suggested. Mechanical properties of the corroded strand such as strength and ductility were estimated by tensile test. Finite element analysis on the corroded wire and the proposed spring model provided equivalent stress-strain models for corroded prestressing steel. The suggested models were verified by the tensile tests and can be utilised for the analysis of prestressed concrete members with corroded strands. (C) 2019 The Authors. Published by Elsevier B.V.
引用
收藏
页码:2450 / 2460
页数:11
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