Ultimate bond strength assessment of uncorroded and corroded reinforced recycled aggregate concretes-Reference-Cited by-同舟云学术

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Ultimate bond strength assessment of uncorroded and corroded reinforced recycled aggregate concretes

Published:2016-05 Issue: Volume:111 Page:543-555
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Fernandez Ignasi,Etxeberria Miren,Marí Antonio R.

Funder

Ministerio de Economía y Competitividad

European Regional Development Fund

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference50 articles.

1. Bond capacity of severely corroded bars with corroded stirrups;Hanjari;Mag. Concr. Res.,2011

2. Bond deterioration of corroded steel bars in concrete;Sæther;Struct. Infrastruct. Eng.,2011

3. Severely corroded RC with cover cracking;Coronelli;J. Struct. Eng.,2013

4. Relation between crack width and diameter of rebar loss due to corrosion of reinforced concrete members;Muñoz Noval;ECS Trans.,2007

5. Factors controlling cracking of concrete affected by reinforcement corrosion;Alonso;Mater. Struct.,1998

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1. Effect of corrosion on bond between reinforcement and concrete-an experimental study;Discover Civil Engineering;2024-09-03

2. Bond properties between corroded steel bars and recycled aggregate concrete after high-temperature exposure;Journal of Building Engineering;2024-09

3. Corrosion effects on bond strength in reinforced concrete with fly ash;Journal of Adhesion Science and Technology;2024-07-03

4. Study on Shear Performance of Corroded Steel Fiber Reinforced Concrete Beams under Impact Load;Materials;2024-05-27

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