CORROSION CRACKING AND BOND STRENGTH MODELING FOR CORRODED BARS IN REINFORCED CONCRETE
This research proposes a model for the prediction of bond strength with reference to corroded bars. Different confinement situations are considered, and the role of the interface pressure caused by bar expansion is studied. With reference to ultimate bond stress, the model is shown to reproduce some of the most documented test results available in the literature quite well. Initial bond increase and the final bond deterioration are also modeled, and the residual bond at corrosion levels beyond cover cracking is shown to remain substantial, on the condition that sufficient confinement is provided by the stirrups. Lastly, the model makes it possible to study bond mechanics under both mechanical and environmental actions, as required by the assessment of safety in existing deteriorated structures.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/oclc/13846957
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Corporate Authors:
American Concrete Institute (ACI)
38800 Country Club Drive
Farmington Hills, MI United States 48331 -
Authors:
- Coronelli, D
- Publication Date: 2002-5
Language
- English
Media Info
- Features: Appendices; Figures; References; Tables;
- Pagination: p. 267-276
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Serial:
- ACI Structural Journal
- Volume: 99
- Issue Number: 3
- Publisher: American Concrete Institute (ACI)
- ISSN: 0889-3241
- Serial URL: http://www.concrete.org/PUBS/JOURNALS/SJHOME.ASP
Subject/Index Terms
- TRT Terms: Anchorages; Bond strength (Materials); Concrete construction; Concrete structures; Corrosion; Cracking; Reinforced concrete; Reinforcing bars; Structural deterioration and defects; Structural engineering
- Subject Areas: Bridges and other structures; Design; Highways; Materials; I24: Design of Bridges and Retaining Walls; I32: Concrete;
Filing Info
- Accession Number: 00924952
- Record Type: Publication
- Files: TRIS
- Created Date: May 9 2002 12:00AM