Effects of Corrosion on Stress–Strain Behavior of Confined Concrete

Author:

Andisheh Kaveh1ORCID,Scott Allan2,Palermo Alessandro3

Affiliation:

1. Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Private Bag 4800, Christchurch 2104, New Zealand (corresponding author). ORCID: .

2. Associate Professor, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Private Bag 4800, Christchurch 2104, New Zealand.

3. Professor, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Private Bag 4800, Christchurch 2104, New Zealand.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference58 articles.

1. Long-term seismic performance of RC structures in an aggressive environment: emphasis on bridge piers

2. Factors controlling cracking of concrete affected by reinforcement corrosion

3. Andisheh K. 2017. “Seismic performance of corroded reinforced concrete bridge piers.” Ph.D. thesis Dept. of Civil and Natural Resources Engineering Univ. of Canterbury.

4. Cyclic Behavior of Corroded Fuse-Type Dissipaters for Posttensioned Rocking Bridges

5. Andisheh K. A. Scott and A. Palermo. 2014. “Preliminary estimation of reduction factors in mechanical properties of steel reinforcement due to pitting simulated corrosion.” In Proc. New Zealand Society for Earthquake Engineering Annual Conf. Wellington New Zealand: New Zealand Society for Earthquake Engineering.

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