Crack Formation and Chloride Induced Corrosion in Reinforced Strain Hardening Cement-Based Composite (R/SHCC)

Author:

Chandra Paul Suvash1,P. A. G. van Zijl Gideon1

Affiliation:

1. University of Stellenbosch, Department of Civil Engineering, Matieland, South Africa.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference28 articles.

1. 1) Ahmed, S. F. U., and Mihashi, H., (2010). “Corrosion durability of strain hardening fibre-reinforced cement composites.” Australian Journal of Civil Engineering, C09-644, 27-40.

2. 2) Alttmann, F., (2012). “A durability concept for strain-hardening cement-based composites.” PhD dissertation, Technical University of Dresden, 192 pp.

3. 3) Andrade, C. and Alonso, C., (2004). “Test methods for on-site corrosion rate measurement of steel reinforcement in concrete by means of the polarization resistance method.” Materials and Structures, 37, 623-643.

4. 4) Glass, G. K., (1995). “An assessment of the coulostatic method applied to the corrosion of steel in concrete.” Corrosion Science, 37(4), 597-605.

5. 5) Gonzalez, J. A., Cobo, A., Gonzalez, M. N. and Feliu., (2011). “On-site determination of corrosion rate in reinforced concrete structures by use of galvanostatic pulses.” Corrosion Science 43, 611-625.

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