Bond deterioration effects on corroded RC bridge pier in seismic zone-Reference-Cited by-同舟云学术

Bond deterioration effects on corroded RC bridge pier in seismic zone

Published:2021-09-06 Issue: Volume: Page:
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Bartolozzi Mara¹,Casas Joan R.²^ORCID,Domaneschi Marco¹^ORCID

Affiliation:

1. Department of Structural, Geotechnical and Building Engineering Politecnico di Torino Turin Italy

2. Department of Civil and Environmental Engineering Universitat Politècnica de Catalunya Barcelona Spain

Publisher

Wiley

Subject

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

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202000681

Reference21 articles.

1. Structural performance of corrosion-damaged concrete beams

2. Bond stress behaviour between concrete and steel rebar: critical investigation of pull‐out test via finite element modeling;Kabir M;Int J Civ Struct Eng,2014

3. Bond between ribbed bars and concrete. Part 2: The effect of corrosion

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

5. ZhaoY LinH. The bond behaviour between concrete and corroded reinforcement: state of the Art. Sixth international conference on the durability of concrete structures. United Kingdom: Leeds; 2018.

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