Effect of Reinforcement Geometry on the Probability of Corrosion Initiation in Reinforced Concrete Structures-Reference-Cited by-同舟云学术

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Effect of Reinforcement Geometry on the Probability of Corrosion Initiation in Reinforced Concrete Structures

Published:2009-05 Issue:2 Volume:19 Page:198-202
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

de Boer Ane¹,Gulikers Joost²

Affiliation:

1. Centre for Public Works, Ministry of Transport, Public Works, Water Management, Utrecht The Netherlands, Contact:

2. Centre for Public Works, Ministry of Transport, Public Works, Water Management, Utrecht, The Netherlands

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.2749/101686609788220178

Reference5 articles.

1. DuraCrete. Statistical Quantification of the Variables in the Limit State Functions, Document BE95-1347/R9. CUR: Gouda, 2000.

2. DARTS. Deterioration Modelling, Document R2.1. CUR: Gouda, 2004.

3. FIB. FIB Model Code for Service Life Design, FIB report 34. FIB: Lausanne, 2006.

4. Poulsen E, Mejlbro L. Diffusion of Chloride in Concrete: Theory and Application. Taylor & Francis: Abingdon, 2006.

5. DIANA User’s Manual, Release 9.3. TNODIANA bv: Delft, October 2008.

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1. The Relationship between Concrete Strength and Classes of Resistance against Corrosion Induced by Carbonation: A Proposal for the Design of Extremely Durable Structures in Accordance with Eurocode 2;Sustainability;2023-05-13

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