Investigating correlations between crack width, corrosion level and anchorage capacity-Reference-Cited by-同舟云学术

Investigating correlations between crack width, corrosion level and anchorage capacity

Published:2016-12-27 Issue:10 Volume:13 Page:1294-1307
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Tahershamsi Mohammad¹^ORCID,Fernandez Ignasi¹^ORCID,Lundgren Karin¹^ORCID,Zandi Kamyab¹²^ORCID

Affiliation:

1. Department of Civil and Environmental Engineering, Division of Structural Engineering, Concrete Structures, Chalmers University of Technology, Gothenburg, Sweden

2. Material Group, CBI Swedish Cement and Concrete Research Institute, Borås, Sweden

Funder

Swedish Transport Administration (Trafikverket)

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2016.1263673

Reference57 articles.

1. Effect of degree of corrosion on the properties of reinforcing steel bars

2. Effect of reinforcement corrosion on bond strength

3. Test methods for on-site corrosion rate measurement of steel reinforcement in concrete by means of the polarization resistance method

4. Cover cracking as a function of bar corrosion: Part I-Experimental test

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