Durability Concerns for Different Clear Covers Provided to Reinforcement in Concrete Structures When Considering Different Chloride Exposure Conditions for External and Internal Faces of Members

Author:

Dauji Saha1ORCID,Srivastava P. K.2,Bhargava Kapilesh3

Affiliation:

1. Scientific Officer, Nuclear Recycle Board, Bhabha Atomic Research Centre, Mumbai, Maharashtra 400094, India; Lecturer, Dept. of Engineering Sciences, Homi Bhabha National Institute, Mumbai, Maharashtra 400094, India (corresponding author). ORCID: .

2. Assistant General Manager, QA—Civil, Nuclear Recycle Board, Bhabha Atomic Research Centre, Mumbai, Maharashtra 400094, India.

3. Scientific Officer, Engineering Services Group, Bhabha Atomic Research Centre, Mumbai, Maharashtra 400085, India; Professor, Dept. of Engineering Sciences, Homi Bhabha National Institute, Mumbai, Maharashtra 400094, India.

Publisher

American Society of Civil Engineers (ASCE)

Reference36 articles.

1. Reinforcement corrosion in concrete structures, its monitoring and service life prediction––a review

2. Predicting the service life of concrete marine structures: An environmental methodology;Amey S. L.;ACI Struct. J.,1998

3. Chloride permeability through different specimen surfaces of blast-furnace slag cement concrete with and without air-entraining agent;Anwar M.;Appl. Eng. Sci.,2023

4. Bhargava K. 2008. “Time dependent degradation and reliability assessment of RC structures subjected to reinforcement corrosion.” Ph.D. thesis Dept. of Architecture and Environmental Studies Graduate School of Environmental Engineering Nagoya Univ.

5. Cabrera J. G. T. A. H. Dodd and S. O. Nwaubani. 1993. “The effect of curing temperature on the chloride ions diffusion of super plasticized cement and fly ash cement pastes.” In Proc. Durable Concrete in Hot Climate ACI SP–139 edited by C. Maclnnis 61–76. Farmington Hills MI: ACI.

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