Abstract
Real-time and in-situ monitoring of the corrosion process of steel reinforcement covered by engineered cementitious composites (ECC) was conducted by using high-resolution X-ray microcomputed tomography. The test results revealed vividly that the corrosion-induced rusts fill into the pores near the steel and extend along the radial cracks towards the sample surface. Compared to plain mortar, ECC exhibits a few more microcracks and uniform crack distribution. While massive leaching of rust is found in the plain mortar, a significant amount of rust remains in the cracks of ECC. Through the image segmentation method, the volume loss of steel in ECC can be quantitatively monitored.
Original language | English |
---|---|
Article number | 120844 |
Journal | Construction and Building Materials |
Volume | 262 |
DOIs | |
Publication status | Published - 30 Nov 2020 |
Keywords
- Cracking
- Durability
- Engineered cementitious composite
- In-situ monitoring
- Steel corrosion
- X-ray microcomputed tomography
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
- General Materials Science