Complete Model of Corrosion-Degraded Cyclic Bond Performance in Reinforced Concrete-Reference-Cited by-同舟云学术

Complete Model of Corrosion-Degraded Cyclic Bond Performance in Reinforced Concrete

Published:2015-09 Issue:9 Volume:141 Page:04014222
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kivell A.¹,Palermo A.²,Scott A.²

Affiliation:

1. Master’s Student, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Private Bag 4800, Christchurch 8140, New Zealand (corresponding author).

2. Senior Lecturer, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Private Bag 4800, Christchurch 8140, 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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001195

Reference25 articles.

1. Life-cycle reliability of RC bridge piers under seismic and airborne chloride hazards

2. Effect of reinforcement corrosion on bond strength

3. Factors controlling cracking of concrete affected by reinforcement corrosion

4. Influence of corrosion and cracking on bond behaviour and strength of reinforced concrete members;Al-Sulaimani G. J.;ACI Struct. J.,1990

5. Corrosion-induced bond strength degradation in reinforced concrete—Analytical and empirical models

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