Prediction of concrete crack width under combined reinforcement corrosion and applied load

Chun-Qing Li, Shangtong Yang

Research output: Contribution to journalArticle

40 Citations (Scopus)

Abstract

As a global problem for reinforced concrete structures located in a chloride and/or carbon dioxide-laden environment, reinforcing steel corrosion in concrete costs approximately $100 billion per annum worldwide for maintenance and repairs. The continual demands for greater load for infrastructure exacerbate the problem. This paper attempts to examine the whole process of longitudinal cracking in concrete structures under the combined effect of reinforcement corrosion and applied load. A model for residual stiffness of cracked concrete is derived using the concept of fracture energy. It is found that the corrosion rate is the most important single factor that affects both the time-to-surface cracking and crack width growth. The paper concludes that the developed model is one of very few theoretical models that can predict with reasonable accuracy the crack width on the surface of reinforced concrete structures under such a combined effect. The developed model can be used as a tool to assess the serviceability of corrosion-affected concrete infrastructure. Timely repairs have the potential to prolong the service life of reinforced concrete structures.
LanguageEnglish
Pages722-731
Number of pages10
JournalJournal of Engineering Mechanics
Volume137
Issue number11
DOIs
Publication statusPublished - Nov 2011

Fingerprint

Concrete construction
Reinforcement
Concretes
Corrosion
Cracks
Reinforced concrete
Repair
Steel corrosion
Fracture energy
Corrosion rate
Service life
Loads (forces)
Carbon dioxide
Stiffness
Costs

Keywords

  • fracture mechanics
  • time
  • bars
  • reinforcement corrosion
  • model
  • crack width
  • concrete structures
  • rc structures
  • rebar corrosion
  • applied load
  • damage
  • cover-cracking

Cite this

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Prediction of concrete crack width under combined reinforcement corrosion and applied load. / Li, Chun-Qing; Yang, Shangtong.

In: Journal of Engineering Mechanics, Vol. 137, No. 11, 11.2011, p. 722-731.

Research output: Contribution to journalArticle

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AU - Yang, Shangtong

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KW - applied load

KW - damage

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