The effect of simulated ambient conditions on durability of concrete

This study aimed to assess the impact of ambient conditions on the internal microstructure of high-strength concrete (HSC) samples. A scanning electron microscope (SEM) was used with X-ray microanalysis to study the relationship between ambient conditions and the durability of concrete. The concrete...

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Main Authors: A.M.O. Wedatalla, Y.J. Yanmin
Format: Article
Language:English
Published: Peter the Great St. Petersburg Polytechnic University 2020-06-01
Series:Инженерно-строительный журнал
Subjects:
Online Access:https://engstroy.spbstu.ru/userfiles/files/2020/4(96)/12.pdf
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spelling doaj-6d27174a5bb14cbda0d4249bcf0240942020-11-25T03:58:12ZengPeter the Great St. Petersburg Polytechnic UniversityИнженерно-строительный журнал2071-03052020-06-0196413815610.18720/MCE.96.12The effect of simulated ambient conditions on durability of concreteA.M.O. Wedatalla0https://orcid.org/0000-0002-6637-5708Y.J. Yanmin1https://orcid.org/0000-0002-1932-7041Northeast Forestry UniversityNortheast Forestry UniversityThis study aimed to assess the impact of ambient conditions on the internal microstructure of high-strength concrete (HSC) samples. A scanning electron microscope (SEM) was used with X-ray microanalysis to study the relationship between ambient conditions and the durability of concrete. The concrete specimens were cast at a temperature of 25 ±1 °C and cured under three different conditions: standard curing, steam curing, and dry curing at 50 °C. Conventional Portland cement, crushed aggregate, and natural sand were used in the production of all specimens. Three water binder ratios were typically used: 0.3, 0.35, and 0.4. Three different mixes were also used, containing different binders: 450, 520, and 480 kg/m³. In this study, 30 % fly ash was used in all mixes, while silica fume partly replaced this in a ratio of 0 %, 5 %, and 10 % by weight of cement in the concrete mixes, respectively. Additionally, the effect of ambient conditions was estimated by computing the compressive strength, flexural strength, microhardness, permeability, and the microstructure of concrete. The relationship between these concrete properties was obtained. SEM and energy-dispersive X-ray spectroscopy (EDX) were used to confirm the results for samples cured under all conditions. HSC was obtained that exhibited desirable properties when additional cement materials such as silica and fly ash were used to form homogeneous concrete with a smooth surface; the concrete had low permeability and high durability. It was concluded that it was possible to produce concrete with low permeability and durability within a harsh environment.https://engstroy.spbstu.ru/userfiles/files/2020/4(96)/12.pdfhigh-strength concreteconcrete permeabilityfly ashsilica fumeconcrete durability
collection DOAJ
language English
format Article
sources DOAJ
author A.M.O. Wedatalla
Y.J. Yanmin
spellingShingle A.M.O. Wedatalla
Y.J. Yanmin
The effect of simulated ambient conditions on durability of concrete
Инженерно-строительный журнал
high-strength concrete
concrete permeability
fly ash
silica fume
concrete durability
author_facet A.M.O. Wedatalla
Y.J. Yanmin
author_sort A.M.O. Wedatalla
title The effect of simulated ambient conditions on durability of concrete
title_short The effect of simulated ambient conditions on durability of concrete
title_full The effect of simulated ambient conditions on durability of concrete
title_fullStr The effect of simulated ambient conditions on durability of concrete
title_full_unstemmed The effect of simulated ambient conditions on durability of concrete
title_sort effect of simulated ambient conditions on durability of concrete
publisher Peter the Great St. Petersburg Polytechnic University
series Инженерно-строительный журнал
issn 2071-0305
publishDate 2020-06-01
description This study aimed to assess the impact of ambient conditions on the internal microstructure of high-strength concrete (HSC) samples. A scanning electron microscope (SEM) was used with X-ray microanalysis to study the relationship between ambient conditions and the durability of concrete. The concrete specimens were cast at a temperature of 25 ±1 °C and cured under three different conditions: standard curing, steam curing, and dry curing at 50 °C. Conventional Portland cement, crushed aggregate, and natural sand were used in the production of all specimens. Three water binder ratios were typically used: 0.3, 0.35, and 0.4. Three different mixes were also used, containing different binders: 450, 520, and 480 kg/m³. In this study, 30 % fly ash was used in all mixes, while silica fume partly replaced this in a ratio of 0 %, 5 %, and 10 % by weight of cement in the concrete mixes, respectively. Additionally, the effect of ambient conditions was estimated by computing the compressive strength, flexural strength, microhardness, permeability, and the microstructure of concrete. The relationship between these concrete properties was obtained. SEM and energy-dispersive X-ray spectroscopy (EDX) were used to confirm the results for samples cured under all conditions. HSC was obtained that exhibited desirable properties when additional cement materials such as silica and fly ash were used to form homogeneous concrete with a smooth surface; the concrete had low permeability and high durability. It was concluded that it was possible to produce concrete with low permeability and durability within a harsh environment.
topic high-strength concrete
concrete permeability
fly ash
silica fume
concrete durability
url https://engstroy.spbstu.ru/userfiles/files/2020/4(96)/12.pdf
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