Fractal cracking patterns in concretes exposed to sulfate attack

© 2019 by the authors. 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 diffra...

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Main Authors: Yao, J., Chen, J., Lu, Chunsheng
Format: Journal Article
Language:English
Published: 2019
Subjects:
Online Access:http://hdl.handle.net/20.500.11937/76236
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author Yao, J.
Chen, J.
Lu, Chunsheng
author_facet Yao, J.
Chen, J.
Lu, Chunsheng
author_sort Yao, J.
building Curtin Institutional Repository
collection Online Access
description © 2019 by the authors. 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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publishDate 2019
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spelling curtin-20.500.11937-762362019-09-09T01:06:43Z Fractal cracking patterns in concretes exposed to sulfate attack Yao, J. Chen, J. Lu, Chunsheng concrete digital image processing fractal dimension micro-crack propagation sulfate attack © 2019 by the authors. 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. 2019 Journal Article http://hdl.handle.net/20.500.11937/76236 10.3390/ma12142338 eng http://creativecommons.org/licenses/by/4.0/ fulltext
spellingShingle concrete
digital image processing
fractal dimension
micro-crack propagation
sulfate attack
Yao, J.
Chen, J.
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 concrete
digital image processing
fractal dimension
micro-crack propagation
sulfate attack
url http://hdl.handle.net/20.500.11937/76236