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Fractal Cracking Patterns in Concretes Exposed to Sulfate Attack

Sulfate attack tests were performed on concrete samples with three water-to-cement ratios, and micro-crack growth patterns on concrete surfaces were recorded. The expansive stress and crack nucleation caused by delayed ettringite formation (DEF) were studied using X-ray diffraction and scanning elec...

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Detalles Bibliográficos
Autores principales: Yao, Jinwei, Chen, Jiankang, Lu, Chunsheng
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2019
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6678459/
https://www.ncbi.nlm.nih.gov/pubmed/31340568
http://dx.doi.org/10.3390/ma12142338
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author Yao, Jinwei
Chen, Jiankang
Lu, Chunsheng
author_facet Yao, Jinwei
Chen, Jiankang
Lu, Chunsheng
author_sort Yao, Jinwei
collection PubMed
description Sulfate attack tests were performed on concrete samples with three water-to-cement ratios, and micro-crack growth patterns on concrete surfaces were recorded. The expansive stress and crack nucleation caused by delayed ettringite formation (DEF) were studied using X-ray diffraction and scanning electron microscopy. By means of a digital image processing technology, fractal dimensions of surface cracking patterns were determined, which monotonously increase during corrosion. Moreover, it is shown that the change of fractal dimensions is directly proportional to accumulation of DEF, and therefore, a simple theoretical model could be proposed to describe the micro-crack evolution in concretes under sulfate attack.
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spelling pubmed-66784592019-08-19 Fractal Cracking Patterns in Concretes Exposed to Sulfate Attack Yao, Jinwei Chen, Jiankang Lu, Chunsheng Materials (Basel) Article Sulfate attack tests were performed on concrete samples with three water-to-cement ratios, and micro-crack growth patterns on concrete surfaces were recorded. The expansive stress and crack nucleation caused by delayed ettringite formation (DEF) were studied using X-ray diffraction and scanning electron microscopy. By means of a digital image processing technology, fractal dimensions of surface cracking patterns were determined, which monotonously increase during corrosion. Moreover, it is shown that the change of fractal dimensions is directly proportional to accumulation of DEF, and therefore, a simple theoretical model could be proposed to describe the micro-crack evolution in concretes under sulfate attack. MDPI 2019-07-23 /pmc/articles/PMC6678459/ /pubmed/31340568 http://dx.doi.org/10.3390/ma12142338 Text en © 2019 by the authors. 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
Yao, Jinwei
Chen, Jiankang
Lu, Chunsheng
Fractal Cracking Patterns in Concretes Exposed to Sulfate Attack
title Fractal Cracking Patterns in Concretes Exposed to Sulfate Attack
title_full Fractal Cracking Patterns in Concretes Exposed to Sulfate Attack
title_fullStr Fractal Cracking Patterns in Concretes Exposed to Sulfate Attack
title_full_unstemmed Fractal Cracking Patterns in Concretes Exposed to Sulfate Attack
title_short Fractal Cracking Patterns in Concretes Exposed to Sulfate Attack
title_sort fractal cracking patterns in concretes exposed to sulfate attack
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6678459/
https://www.ncbi.nlm.nih.gov/pubmed/31340568
http://dx.doi.org/10.3390/ma12142338
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