International Concrete Abstracts Portal

  


Title: Mitigation of Steel Reinforcement Corrosion via Bioactive Agents

Author(s): Aaron R. Sakulich and Jessica D. Schiffman

Publication: CRC

Volume:

Issue:

Appears on pages(s):

Keywords: corrosion, reinforcing steel

DOI:

Date: 10/1/2007

Abstract:
The corrosion of reinforcing steel in concrete can reduce the service life of a structure [1, 2]. This phenomenon is commonly initiated when a structure is exposed to aggressive media (e.g. deicing salts or seawater) which depassivates the steel and leads to the formation of rust [3]. Since rust expands during creation, pressure is generated that leads to cracking and spalling [4, 5]. Cracks are particularly undesirable because they allow easier access for aggressive media to travel through the cementitious matrix, accelerating deterioration [6, 7]. Although many corrosion mitigation methods are on the market today, $100 billion is still being expended worldwide each year on corrosion related damage [8]. New corrosion mitigation methods are needed.




  


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