Corrosion resistance of concrete reinforcement
Name
61165261-MIT.pdf
Description
Full printable version
Size
6.09 MB
Format
Adobe PDF
Checksum (MD5)
e1705679f034635f79daebfb90253cb5
Author(s)
Ward-Waller, Elizabeth, 1982-
Advisor(s)
Oral Buyukozturk.
Date Issued
2005
Publisher
Massachusetts Institute of Technology
Abstract
The objective of this thesis is to investigate the mechanism of corrosion of steel reinforcement in concrete and epoxy coated reinforcing bars as corrosion resistant alternatives. Several case studies explore the durability and deterioration issues for epoxy-coated bars discovered through 30 years of implementation in reinforced concrete structures. The methods for predicting the end of functional service life for structures reinforced with uncoated reinforcing bars and with epoxy-coated reinforcing bars are detailed and tested in a design problem in the final section of this report.
Description
Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2005.
"June 2005."
Includes bibliographical references (leaves 39-40).
Subjects
Civil and Environmental Engineering.
MIT Department
Massachusetts Institute of Technology. Department of Civil and Environmental Engineering
Terms of Use
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