|
To
order by phone:
(801) 374-6214 To order by fax: (801) 374-0634 To order by email. or for questions: Click here.
|
222.2R-01
This report reflects the current understanding of corrosion of prestressing steels in concrete. The report includes chapters that cover the various types of prestressing steel, including some discussion on metallurgical differences. Deterioration mechanisms are discussed, including hydrogen embrittlement and stress-corrosion cracking. Methods to protect prestressing steel against corrosion in new construction are presented, along with a discussion of field performance of prestressed concrete structures. Finally, field evaluation and remediation techniques are presented. Contents: 1.1Background 1.2Scope
2.1Wire 2.2Strand 2.3Bar
p. 222.2R-4 3.1Introduction 3.2Deterioration of prestressing steels 3.3Metallurgy of prestressing steels 3.4Stress-corrosion cracking and hydrogen embrittlement 3.5Case histories 3.6Stress-corrosion cracking 3.7Hydrogen embrittlement 3.8Corrosion effect on fatigue performance 3.9Testing for SCC and HE
construction, p. 222.2R-15 4.1Introduction 222.2R-2 ACI COMMITTEE REPORT 4.2Prestressing tendon materials selection 4.3Corrosion protection for prestressing systems 4.4Cathodic protection
5.1Introduction 5.2Evaluation goals 5.3Pretensioned systems 5.4Post-tensioned systems
6.1Introduction 6.2General 6.3Grouted post-tensioned systems 6.4Ungrouted post-tensioned systems
concrete structures, p. 222.2R-32 7.1Introduction 7.2Corrosion of prestressing strand before construction 7.3Pretensioned structures 7.4Unbonded post-tensioned structures 7.5Bonded post-tensioned structures
8.1Referenced standards and reports 8.2Cited references |
ACI
|