2026-09-21T06:14:35Zhttps://dspace.mit.edu/server/oai/requestoai:dspace.mit.edu:1721.1/311252022-01-13T07:54:23Zcom_1721.1_7582com_1721.1_7581col_1721.1_131023
Oral Buyukozturk.
Ward-Waller, Elizabeth, 1982-
Massachusetts Institute of Technology. Dept. of Civil and Environmental Engineering.
Massachusetts Institute of Technology. Department of Civil and Environmental Engineering
2006-02-02T18:50:38Z
2006-02-02T18:50:38Z
2005
http://hdl.handle.net/1721.1/31125
61165261
Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2005.
"June 2005."
Includes bibliographical references (leaves 39-40).
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.
by Elizabeth Ward-Waller.
M.Eng.
40 leaves
2650967 bytes
2653556 bytes
application/pdf
application/pdf
eng
Massachusetts Institute of Technology
M.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission.
http://dspace.mit.edu/handle/1721.1/7582
Civil and Environmental Engineering.
Corrosion resistance of concrete reinforcement
Thesis
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