Comparison of the service life, life-cycle costs and assessment of hybrid and traditional reinforced concrete through a case study of bridge edge beams in Sweden-Reference-Cited by-同舟云学术

Comparison of the service life, life-cycle costs and assessment of hybrid and traditional reinforced concrete through a case study of bridge edge beams in Sweden

Published:2021-05-10 Issue: Volume: Page:1-19
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Chen E.¹^ORCID,Berrocal Carlos G.¹²^ORCID,Löfgren Ingemar¹²^ORCID,Lundgren Karin¹^ORCID

Affiliation:

1. Division of Structural Engineering, Chalmers University of Technology, Göteborg, Sweden

2. C-Lab, Thomas Concrete Group AB, Göteborg, Sweden

Funder

the Swedish Transport Administration

SBUF

Chalmers University of Technology

Cementa AB

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/10.1080/15732479.2021.1919720

Reference61 articles.

1. Impact of shrinkage on crack width and deflections of reinforced concrete beams with and without steel fibres

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

3. Arcelormittal. (n.d.). Environmental Product Declaration https://epd-online.com/PublishedEpd/Download/9604.

4. Berrocal, C. G. (2017). Corrosion of steel bars in fibre reinforced concrete: Corrosion mechanisms and structural performance (Doctoral Thesis). Chalmers University of Technology, Sweden

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