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West Virginia University

Corrosion of high-chromium and conventional steels embedded in concrete

Abstract

dc:description.abstract

Corrosion of steel in concrete structures sometimes led to the unexpected failure of the concrete bridges in United States before their intended service life. High-chromium steel has been developed as a replacement for conventional steel in concrete because it may have a capability to retard the corrosion rate. In the present study, high-chromium and conventional steels were subjected to accelerated corrosion, and compared for their corrosion performance under chloride environment.;Corrosion rates of high-chromium and conventional steel rebars were compared by conducting two studies. One was with concrete blocks and the other was with bare steel rebars. In the former study, concrete blocks which had been made with two different steel rebars were placed in sodium chloride solutions and air was blown through the solutions to accelerate corrosion of the steel rebars. (Abstract shortened by UMI.).

Degree

thesis:*
Name thesis:degree_name
MS
Level thesis:degree_level
Thesis
Discipline thesis:degree_discipline
Mechanical and Aerospace Engineering
Year dc:date.available
2003

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Nachiappan, Vijayakumar
Contributors dc:contributor
  • Kenneth H. Means
  • Eung Ha H. Cho

Subjects

dc:subject × 2

Identifiers

dc:identifier.*
OAI identifier oai:identifier
oai:researchrepository.wvu.edu:etd-2393

Chain of custody

source
Harvested from
West Virginia University
Base URL
researchrepository.wvu.edu/do/oai/
Last updated
2026-07-24
Source record
OAI-PMH GetRecord
citation

Nachiappan, Vijayakumar. Corrosion of high-chromium and conventional steels embedded in concrete. Thesis thesis, 2003. https://doi.org/10.33915/etd.1390