Utilization of Industrial Byproducts for Enhancing the Properties of Cement Mortars at Elevated Temperatures

The research on industrial byproducts, such as slags and fly ash, was intense during the last decades in the building sector. Apart from the environmental benefits coming from their exploitation, their application may lead to the production of cost effective and durable building materials, such as m...

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Autores principales: Vasiliki Pachta, Eleftherios K. Anastasiou
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Publicado: MDPI AG 2021
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spelling oai:doaj.org-article:b30a7feb5859420aa592639eb79a190c2021-11-11T19:44:16ZUtilization of Industrial Byproducts for Enhancing the Properties of Cement Mortars at Elevated Temperatures10.3390/su1321121042071-1050https://doaj.org/article/b30a7feb5859420aa592639eb79a190c2021-11-01T00:00:00Zhttps://www.mdpi.com/2071-1050/13/21/12104https://doaj.org/toc/2071-1050The research on industrial byproducts, such as slags and fly ash, was intense during the last decades in the building sector. Apart from the environmental benefits coming from their exploitation, their application may lead to the production of cost effective and durable building materials, such as mortars and concrete. The impact of industrial byproducts on the resistance of materials to fire and elevated temperatures was assessed by many scientists, however, it is still an open field of research. In this study, locally available byproducts were investigated, including High Calcium Fly Ash (HCFA), coming from lignite-fired power plants, as well as Ladle Furnace Steel (LFS) slag and Electric Arc Furnace (EAF) slag aggregates, originating from the steel making industry. Six mortar compositions were manufactured with substitution of Ordinary Portland Cement (OPC) with HCFA and LFS slag (20% <i>w/w</i>) and of natural aggregates with EAF slag (50% <i>w/w</i>). At the age of 7, 28, and 90 days, the physico-mechanical properties of the specimens were recorded, while they were further exposed at elevated temperatures, concerning 200 °C, 400 °C, 600 °C, 800 °C, and 1000 °C. After each exposure, their physico-mechanical and microstructure characteristics were identified. From the evaluation of the results, it was asserted that HCFA and EAF slag aggregates enhanced the overall performance of mortars, especially up to 600 °C. LFS was beneficial only in combination with EAF slag aggregates.Vasiliki PachtaEleftherios K. AnastasiouMDPI AGarticleelevated temperaturesmortarsfly ashslagcementEnvironmental effects of industries and plantsTD194-195Renewable energy sourcesTJ807-830Environmental sciencesGE1-350ENSustainability, Vol 13, Iss 12104, p 12104 (2021)
institution DOAJ
collection DOAJ
language EN
topic elevated temperatures
mortars
fly ash
slag
cement
Environmental effects of industries and plants
TD194-195
Renewable energy sources
TJ807-830
Environmental sciences
GE1-350
spellingShingle elevated temperatures
mortars
fly ash
slag
cement
Environmental effects of industries and plants
TD194-195
Renewable energy sources
TJ807-830
Environmental sciences
GE1-350
Vasiliki Pachta
Eleftherios K. Anastasiou
Utilization of Industrial Byproducts for Enhancing the Properties of Cement Mortars at Elevated Temperatures
description The research on industrial byproducts, such as slags and fly ash, was intense during the last decades in the building sector. Apart from the environmental benefits coming from their exploitation, their application may lead to the production of cost effective and durable building materials, such as mortars and concrete. The impact of industrial byproducts on the resistance of materials to fire and elevated temperatures was assessed by many scientists, however, it is still an open field of research. In this study, locally available byproducts were investigated, including High Calcium Fly Ash (HCFA), coming from lignite-fired power plants, as well as Ladle Furnace Steel (LFS) slag and Electric Arc Furnace (EAF) slag aggregates, originating from the steel making industry. Six mortar compositions were manufactured with substitution of Ordinary Portland Cement (OPC) with HCFA and LFS slag (20% <i>w/w</i>) and of natural aggregates with EAF slag (50% <i>w/w</i>). At the age of 7, 28, and 90 days, the physico-mechanical properties of the specimens were recorded, while they were further exposed at elevated temperatures, concerning 200 °C, 400 °C, 600 °C, 800 °C, and 1000 °C. After each exposure, their physico-mechanical and microstructure characteristics were identified. From the evaluation of the results, it was asserted that HCFA and EAF slag aggregates enhanced the overall performance of mortars, especially up to 600 °C. LFS was beneficial only in combination with EAF slag aggregates.
format article
author Vasiliki Pachta
Eleftherios K. Anastasiou
author_facet Vasiliki Pachta
Eleftherios K. Anastasiou
author_sort Vasiliki Pachta
title Utilization of Industrial Byproducts for Enhancing the Properties of Cement Mortars at Elevated Temperatures
title_short Utilization of Industrial Byproducts for Enhancing the Properties of Cement Mortars at Elevated Temperatures
title_full Utilization of Industrial Byproducts for Enhancing the Properties of Cement Mortars at Elevated Temperatures
title_fullStr Utilization of Industrial Byproducts for Enhancing the Properties of Cement Mortars at Elevated Temperatures
title_full_unstemmed Utilization of Industrial Byproducts for Enhancing the Properties of Cement Mortars at Elevated Temperatures
title_sort utilization of industrial byproducts for enhancing the properties of cement mortars at elevated temperatures
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/b30a7feb5859420aa592639eb79a190c
work_keys_str_mv AT vasilikipachta utilizationofindustrialbyproductsforenhancingthepropertiesofcementmortarsatelevatedtemperatures
AT eleftherioskanastasiou utilizationofindustrialbyproductsforenhancingthepropertiesofcementmortarsatelevatedtemperatures
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