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Properties of Ambient-Cured Normal and Heavyweight Geopolymer Concrete Exposed to High Temperatures
Ambient-cured heavyweight geopolymer concrete (HWGC) is a new type of concrete that combines the benefits of both heavyweight concrete (HWC) and geopolymer concrete (GC). HWGC provides proper protection from the sources that emit harmful radiations in medical and nuclear industries. Furthermore, HWG...
Autores principales: | , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2019
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6427781/ https://www.ncbi.nlm.nih.gov/pubmed/30836655 http://dx.doi.org/10.3390/ma12050740 |
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author | Aslani, Farhad Asif, Zohaib |
author_facet | Aslani, Farhad Asif, Zohaib |
author_sort | Aslani, Farhad |
collection | PubMed |
description | Ambient-cured heavyweight geopolymer concrete (HWGC) is a new type of concrete that combines the benefits of both heavyweight concrete (HWC) and geopolymer concrete (GC). HWGC provides proper protection from the sources that emit harmful radiations in medical and nuclear industries. Furthermore, HWGC may also be used in offshore structures for pipeline ballasting and similar underwater structures. In this study, heavyweight aggregates (magnetite) have been used and replaced by normal-weight coarse aggregates in GC at volume ratios of 50, 75, and 100% to attain heavyweight classification according to British standards. This study investigates the impacts of high temperatures on standard ambient-cured geopolymer concrete and ambient-cured HWGC through its residual properties regarding compressive and tensile strengths, mass loss, spalling intensity, and flexural strength. The residual properties were examined by heating 100 × 200 mm cylinder specimens to 100, 300, 600, and 900 °C. The results indicated that the maximum compressive strengths of 40.1 and 39.0 MPa were achieved by HWGC at 300 and 100 °C, respectively. The overall result shows that the strength of HWGC increases by increasing magnetite aggregate proportion, while the mass loss, intensity of spalling, and loss of strengths is proportional to temperature after a certain point. Minor spalling with holes and cracking was observed only at 900 °C in HWGC. |
format | Online Article Text |
id | pubmed-6427781 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2019 |
publisher | MDPI |
record_format | MEDLINE/PubMed |
spelling | pubmed-64277812019-04-10 Properties of Ambient-Cured Normal and Heavyweight Geopolymer Concrete Exposed to High Temperatures Aslani, Farhad Asif, Zohaib Materials (Basel) Article Ambient-cured heavyweight geopolymer concrete (HWGC) is a new type of concrete that combines the benefits of both heavyweight concrete (HWC) and geopolymer concrete (GC). HWGC provides proper protection from the sources that emit harmful radiations in medical and nuclear industries. Furthermore, HWGC may also be used in offshore structures for pipeline ballasting and similar underwater structures. In this study, heavyweight aggregates (magnetite) have been used and replaced by normal-weight coarse aggregates in GC at volume ratios of 50, 75, and 100% to attain heavyweight classification according to British standards. This study investigates the impacts of high temperatures on standard ambient-cured geopolymer concrete and ambient-cured HWGC through its residual properties regarding compressive and tensile strengths, mass loss, spalling intensity, and flexural strength. The residual properties were examined by heating 100 × 200 mm cylinder specimens to 100, 300, 600, and 900 °C. The results indicated that the maximum compressive strengths of 40.1 and 39.0 MPa were achieved by HWGC at 300 and 100 °C, respectively. The overall result shows that the strength of HWGC increases by increasing magnetite aggregate proportion, while the mass loss, intensity of spalling, and loss of strengths is proportional to temperature after a certain point. Minor spalling with holes and cracking was observed only at 900 °C in HWGC. MDPI 2019-03-04 /pmc/articles/PMC6427781/ /pubmed/30836655 http://dx.doi.org/10.3390/ma12050740 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 Aslani, Farhad Asif, Zohaib Properties of Ambient-Cured Normal and Heavyweight Geopolymer Concrete Exposed to High Temperatures |
title | Properties of Ambient-Cured Normal and Heavyweight Geopolymer Concrete Exposed to High Temperatures |
title_full | Properties of Ambient-Cured Normal and Heavyweight Geopolymer Concrete Exposed to High Temperatures |
title_fullStr | Properties of Ambient-Cured Normal and Heavyweight Geopolymer Concrete Exposed to High Temperatures |
title_full_unstemmed | Properties of Ambient-Cured Normal and Heavyweight Geopolymer Concrete Exposed to High Temperatures |
title_short | Properties of Ambient-Cured Normal and Heavyweight Geopolymer Concrete Exposed to High Temperatures |
title_sort | properties of ambient-cured normal and heavyweight geopolymer concrete exposed to high temperatures |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6427781/ https://www.ncbi.nlm.nih.gov/pubmed/30836655 http://dx.doi.org/10.3390/ma12050740 |
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