Compressive strength and microstructure of carbon nanotubes-fly ash cement composites
In this work, carbon nanotubes of 0.5 and 1% by weight were added for the first time in a fly ash cement system to produce carbon nanotubes-fly ash composites in the form of pastes and mortars. Compressive strengths of the composites were then investigated. It was found that the use of carbon nanotu...
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th-cmuir.6653943832-63162014-08-30T03:24:05Z Compressive strength and microstructure of carbon nanotubes-fly ash cement composites Chaipanich A. Nochaiya T. Wongkeo W. Torkittikul P. In this work, carbon nanotubes of 0.5 and 1% by weight were added for the first time in a fly ash cement system to produce carbon nanotubes-fly ash composites in the form of pastes and mortars. Compressive strengths of the composites were then investigated. It was found that the use of carbon nanotubes resulted in higher strength of fly ash mortars. The highest strength obtained for 20% fly ash cement mortars was found at 1% carbon nanotubes where the compressive strength at 28 days was 51.8 MPa. This benefit can clearly be seen in fly ash cement with fly ash of 20% where the importance of the addition of carbon nanotubes means that the relative strength to that of Portland cement became almost 100% at 28 days. In addition, scanning electron micrographs also showed that good interaction between carbon nanotubes and the fly ash cement matrix is seen with carbon nanotubes acting as a filler resulting in a denser microstructure and higher strength when compared to the reference fly ash mix without CNTs. © 2009 Elsevier B.V. All rights reserved. 2014-08-30T03:24:05Z 2014-08-30T03:24:05Z 2010 Article 9215093 10.1016/j.msea.2009.09.039 http://www.scopus.com/inward/record.url?eid=2-s2.0-72549096717&partnerID=40&md5=0bac68be8a27d61684b227afb251d881 http://cmuir.cmu.ac.th/handle/6653943832/6316 English |
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In this work, carbon nanotubes of 0.5 and 1% by weight were added for the first time in a fly ash cement system to produce carbon nanotubes-fly ash composites in the form of pastes and mortars. Compressive strengths of the composites were then investigated. It was found that the use of carbon nanotubes resulted in higher strength of fly ash mortars. The highest strength obtained for 20% fly ash cement mortars was found at 1% carbon nanotubes where the compressive strength at 28 days was 51.8 MPa. This benefit can clearly be seen in fly ash cement with fly ash of 20% where the importance of the addition of carbon nanotubes means that the relative strength to that of Portland cement became almost 100% at 28 days. In addition, scanning electron micrographs also showed that good interaction between carbon nanotubes and the fly ash cement matrix is seen with carbon nanotubes acting as a filler resulting in a denser microstructure and higher strength when compared to the reference fly ash mix without CNTs. © 2009 Elsevier B.V. All rights reserved. |
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Chaipanich A. Nochaiya T. Wongkeo W. Torkittikul P. |
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Chaipanich A. Nochaiya T. Wongkeo W. Torkittikul P. Compressive strength and microstructure of carbon nanotubes-fly ash cement composites |
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Chaipanich A. Nochaiya T. Wongkeo W. Torkittikul P. |
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Chaipanich A. |
title |
Compressive strength and microstructure of carbon nanotubes-fly ash cement composites |
title_short |
Compressive strength and microstructure of carbon nanotubes-fly ash cement composites |
title_full |
Compressive strength and microstructure of carbon nanotubes-fly ash cement composites |
title_fullStr |
Compressive strength and microstructure of carbon nanotubes-fly ash cement composites |
title_full_unstemmed |
Compressive strength and microstructure of carbon nanotubes-fly ash cement composites |
title_sort |
compressive strength and microstructure of carbon nanotubes-fly ash cement composites |
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2014 |
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http://www.scopus.com/inward/record.url?eid=2-s2.0-72549096717&partnerID=40&md5=0bac68be8a27d61684b227afb251d881 http://cmuir.cmu.ac.th/handle/6653943832/6316 |
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