Corrosion and Corrosion Protection for Buildings and Structures

A special issue of Buildings (ISSN 2075-5309). This special issue belongs to the section "Building Materials, and Repair & Renovation".

Deadline for manuscript submissions: 31 July 2024 | Viewed by 599

Special Issue Editors


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Guest Editor
Institute of Building Materials Research – Conservation and Repair, RWTH Aachen Universiy, Schinkelstrasse 3, 52062 Aachen, Germany
Interests: materials; concrete; steel; masonry; wood; corrosion; durability; repair; protection

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Guest Editor
Engineering Materials and Building Preservation, Helmut-Schmidt-University/University of the Federal Armed Forces Hamburg, 22043 Hamburg, Germany
Interests: steel and corrosion; sustainable construction; condition assessment; service life; testing and SHM

Special Issue Information

Dear Colleagues,

Reinforced concrete is the most commonly used building material, which is used worldwide in infrastructure. Due to its limited tensile strength, steel reinforcement is usually provided to create a powerful composite material. However, due to various mechanisms, these reinforcements often corrode. In particular, when chlorides are attacking the structures, the corrosion rates can be very high and result in serious damages, including partial or complete collapses.

The mechanisms of corrosion of steel in concrete are highly complex, and due to the huge number of influencing factors from the materials for concrete and reinforcement, as well as environmental factors, corrosion of the reinforcement is difficult to quantify and predict. Therefore, the corrosion evaluation and selection of protection and repair measures need to be carried out individually for each concrete structure. Due to the lack of understanding of corrosion and protection mechanisms, in practise, decisions on the best maintenance and repair methods are difficult.

If the durability of all relevant repair and protection methods is known, reliable life-cycle-oriented management is possible. Therefore, modeling of the durability regarding corrosion is an important topic. Effective sensor-based monitoring systems are required to support inspection and supervision of the status of buildings and prevent unexpected corrosion problems. These will be integrated in digital building models in future, allowing effective building maintenance.

Additionally, traditional cement as binder for concrete will eventually be replaced by more sustainable materials. In this context, there is an urgent need to investigate how these new binders will influence the corrosion behaviour of the reinforcement and durability of concrete structures and which protection measures are required.

This Special Issue covers the corrosion mechanisms and protection of reinforcements in old, new and future concrete.

Prof. Dr. Michael Raupach
Prof. Dr. Sylvia Kessler
Guest Editors

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 100 words) can be sent to the Editorial Office for announcement on this website.

Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Buildings is an international peer-reviewed open access monthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2600 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • reinforcement corrosion
  • corrosion protection
  • alternative binders
  • cathodic protection
  • corrosion monitoring
  • BIM-based maintenance
  • case studies

Published Papers (1 paper)

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Research

20 pages, 9752 KiB  
Article
Passivation of Steel Reinforcement in Low Carbon Concrete
by Rebecca Achenbach and Michael Raupach
Buildings 2024, 14(4), 895; https://doi.org/10.3390/buildings14040895 - 26 Mar 2024
Viewed by 312
Abstract
Both the high CO2 emissions associated with cement production and the increasing demand for concrete call for the use of binder types that can be produced in a more climate-friendly way than that of ordinary Portland cement. To ensure that these binders [...] Read more.
Both the high CO2 emissions associated with cement production and the increasing demand for concrete call for the use of binder types that can be produced in a more climate-friendly way than that of ordinary Portland cement. To ensure that these binders can also be used in reinforced concrete structures, their influence on the corrosion behavior of embedded steel reinforcement must be investigated. In the study presented here, the passivation behavior of steel in mortars made from various new types of binders is investigated. In addition to alkali-activated materials with high and low calcium contents, a calcium sulfoaluminate cement and a binder produced from calcium silicate hydrate (C-S-H) phases, synthesized in an autoclave, were investigated. While the steel clearly passivated in the alkali-activated slag and the C-S-H binder, the calcium sulfoaluminate cement showed the lowest open circuit potentials and polarization resistances, indicating a less effective level of passivation. The metakaolin geopolymer with a potassium-based activator showed an onset of passivation that was dependent on the environment of the specimens at an early age, whereas the alkali-activated fly ash with a sodium-based activator showed a delay in passivation that was not influenced by the environment of the specimens at an early age. Full article
(This article belongs to the Special Issue Corrosion and Corrosion Protection for Buildings and Structures)
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