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An Innovative Approach to Control Steel Reinforcement Corrosion by Self-Healing
The corrosion of reinforced steel, and subsequent reinforced concrete degradation, is a major concern for infrastructure durability. New materials with specific, tailor-made properties or the establishment of optimum construction regimes are among the many approaches to improving civil structure per...
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Formato: | Online Artículo Texto |
Lenguaje: | English |
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MDPI
2018
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Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5849006/ https://www.ncbi.nlm.nih.gov/pubmed/29461495 http://dx.doi.org/10.3390/ma11020309 |
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author | Koleva, Dessi A. |
author_facet | Koleva, Dessi A. |
author_sort | Koleva, Dessi A. |
collection | PubMed |
description | The corrosion of reinforced steel, and subsequent reinforced concrete degradation, is a major concern for infrastructure durability. New materials with specific, tailor-made properties or the establishment of optimum construction regimes are among the many approaches to improving civil structure performance. Ideally, novel materials would carry self-repairing or self-healing capacities, triggered in the event of detrimental influence and/or damage. Controlling or altering a material’s behavior at the nano-level would result in traditional materials with radically enhanced properties. Nevertheless, nanotechnology applications are still rare in construction, and would break new ground in engineering practice. An approach to controlling the corrosion-related degradation of reinforced concrete was designed as a synergetic action of electrochemistry, cement chemistry and nanotechnology. This contribution presents the concept of the approach, namely to simultaneously achieve steel corrosion resistance and improved bulk matrix properties. The technical background and challenges for the application of polymeric nanomaterials in the field are briefly outlined in view of this concept, which has the added value of self-healing. The credibility of the approach is discussed with reference to previously reported outcomes, and is illustrated via the results of the steel electrochemical responses and microscopic evaluations of the discussed materials. |
format | Online Article Text |
id | pubmed-5849006 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2018 |
publisher | MDPI |
record_format | MEDLINE/PubMed |
spelling | pubmed-58490062018-03-14 An Innovative Approach to Control Steel Reinforcement Corrosion by Self-Healing Koleva, Dessi A. Materials (Basel) Article The corrosion of reinforced steel, and subsequent reinforced concrete degradation, is a major concern for infrastructure durability. New materials with specific, tailor-made properties or the establishment of optimum construction regimes are among the many approaches to improving civil structure performance. Ideally, novel materials would carry self-repairing or self-healing capacities, triggered in the event of detrimental influence and/or damage. Controlling or altering a material’s behavior at the nano-level would result in traditional materials with radically enhanced properties. Nevertheless, nanotechnology applications are still rare in construction, and would break new ground in engineering practice. An approach to controlling the corrosion-related degradation of reinforced concrete was designed as a synergetic action of electrochemistry, cement chemistry and nanotechnology. This contribution presents the concept of the approach, namely to simultaneously achieve steel corrosion resistance and improved bulk matrix properties. The technical background and challenges for the application of polymeric nanomaterials in the field are briefly outlined in view of this concept, which has the added value of self-healing. The credibility of the approach is discussed with reference to previously reported outcomes, and is illustrated via the results of the steel electrochemical responses and microscopic evaluations of the discussed materials. MDPI 2018-02-20 /pmc/articles/PMC5849006/ /pubmed/29461495 http://dx.doi.org/10.3390/ma11020309 Text en © 2018 by the author. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/). |
spellingShingle | Article Koleva, Dessi A. An Innovative Approach to Control Steel Reinforcement Corrosion by Self-Healing |
title | An Innovative Approach to Control Steel Reinforcement Corrosion by Self-Healing |
title_full | An Innovative Approach to Control Steel Reinforcement Corrosion by Self-Healing |
title_fullStr | An Innovative Approach to Control Steel Reinforcement Corrosion by Self-Healing |
title_full_unstemmed | An Innovative Approach to Control Steel Reinforcement Corrosion by Self-Healing |
title_short | An Innovative Approach to Control Steel Reinforcement Corrosion by Self-Healing |
title_sort | innovative approach to control steel reinforcement corrosion by self-healing |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5849006/ https://www.ncbi.nlm.nih.gov/pubmed/29461495 http://dx.doi.org/10.3390/ma11020309 |
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