Long-term corrosion performance and monitoring for service life estimation of LC3 concrete systems

Author:

Rengaraju Sripriya1,G. Pillai Radhakrishna1

Affiliation:

1. Department of Civil Engineering, Indian Institute of Technology Madras, Chennai, Tamil Nadu, India

Funder

Limestone Calcined Clay (LC3) project – Phase I

Department of Science and Technology

Ministry of Education, Government of India, through Indian Institute of Technology Madras (IITM),

Institute of Eminence Research Initiative Grant on Technologies for Low Carbon and Lean Construction

Publisher

Informa UK Limited

Subject

Waste Management and Disposal,Ceramics and Composites

Reference46 articles.

1. AASHTO T 358. Standard method of test for surface resistivity indication of concrete’s ability to resist chloride ion penetration. Washington, DC (USA): American Association of State Highway and Transportation Officials; 2017.

2. Alexander MG Beushausen H Otieno MB. 2013. Corrosion of steel in reinforced concrete: influence of cover cracking and concrete quality. Research Monograph No.9 in: guide to the Use of Durability Indexes for Achieving Durability in Concrete Structures 1–77.

3. Andrade PC Alonso C Polder R et al. RILEM TC 154-EMC: electrochemical techniques for measuring metallic corrosion test methods for on-site corrosion rate measurement of steel reinforcement in concrete by means of the polarization resistance method. 2005;37:623–643.

4. Beyond the chloride threshold concept for predicting corrosion of steel in concrete

5. The effect of the steel–concrete interface on chloride-induced corrosion initiation in concrete: a critical review by RILEM TC 262-SCI

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