Pressure required to cause cover cracking of concrete due to reinforcement corrosion

Magazine of Concrete Research

Volumn 52, Issue 6, 2000, Pages 455-467

  Williamson, S J ^a   Clark, L A ^a  

^a UNIVERSITY OF BIRMINGHAM   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE AGGREGATES; CONCRETE REINFORCEMENTS; CONCRETE TESTING; CORROSION; CRACK INITIATION; FAILURE (MECHANICAL); FRACTURE MECHANICS; PRESSURIZATION; STEEL; TENSILE STRENGTH;

PLASTIC METHOD OF ANALYSIS;

REINFORCED CONCRETE;

EID: 0034504205     PISSN: 00249831     EISSN: None     Source Type: Journal    
DOI: 10.1680/macr.2000.52.6.455     Document Type: Article

References (7)

1. ALLAN M. L. and CHERRY B. W. Factors controlling the amount of corrosion for cracking in reinforced concrete. Corrosion (Houston), 1992, 48, No. 5, 426-430.
2. McLEISH A. Cracking due to corrosion. Taywood Engineering 1986, Technical Note No. 1632.
3. MORINAGA S. Prediction of service lives of reinforced concrete buildings based on the rate of corrosion. Institute of Technology, Shimuzu Corporation, 1988, Special Report No. 23.
4. NIELSEN M. P. Limit analysis and concrete plasticity. Prentice-Hall, 1984.
5. WILLIAMSON S. J. The influence of concrete cover properties on the effects of reinforcement corrosion. PhD thesis, University of Birmingham, 1999.
6. NEILSEN M. P., BRAESTRUP M. W., JENSEN B. C. and BACH F. Concrete plasticity, beam shear - shear in joints - punching shear. Danish Society for Structural Science and Engineering, 1978, Special Publication.
7. ANDREASEN B. S. Anchorage of ribbed reinforcing bars. Danish Society for Structural Science and Engineering, 1989, Special Publication.