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Corrosion Fatigue Damages of Rebars under Loading in Time
Nowadays, a relatively small number of studies concern the study of corrosion processes in reinforced concrete structures under load. Additionally, rather little research has been carried out concerning changes in the stress–strain state parameters of structures under the simultaneous action of aggr...
Autores principales: | , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2021
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8235603/ https://www.ncbi.nlm.nih.gov/pubmed/34203076 http://dx.doi.org/10.3390/ma14123416 |
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author | Blikharskyy, Yaroslav Selejdak, Jacek Kopiika, Nadiia |
author_facet | Blikharskyy, Yaroslav Selejdak, Jacek Kopiika, Nadiia |
author_sort | Blikharskyy, Yaroslav |
collection | PubMed |
description | Nowadays, a relatively small number of studies concern the study of corrosion processes in reinforced concrete structures under load. Additionally, rather little research has been carried out concerning changes in the stress–strain state parameters of structures under the simultaneous action of aggressive environment and load. This issue requires additional experimental and theoretical investigation. Determination of mechanical properties, fatigue characteristics and susceptibility to corrosion cracking was performed on samples of reinforcing St3GPF steel. The chemical composition of steel was determined by structural analysis. The spectral method for the determination of alloying elements and impurities in steels is based on the excitation of iron atoms and admixtures by electric discharge, decomposition of radiation into a spectrum, followed by its registration on photoplate with the use of electrograph. Experimental tests of samples in an aggressive environment under the action of statically applied tensile force showed that corrosion damage has little effect on the strength characteristics. At the same time, the decrease in area reduction and the decrease in strain were recorded. Additionally, the action of cyclic loads in an aggressive environment leads to a significant reduction in the fatigue limit to values from 20 to 24% of the yield strength of the original samples, which is 2–3 times lower than the fatigue limit of undamaged samples. |
format | Online Article Text |
id | pubmed-8235603 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2021 |
publisher | MDPI |
record_format | MEDLINE/PubMed |
spelling | pubmed-82356032021-06-27 Corrosion Fatigue Damages of Rebars under Loading in Time Blikharskyy, Yaroslav Selejdak, Jacek Kopiika, Nadiia Materials (Basel) Article Nowadays, a relatively small number of studies concern the study of corrosion processes in reinforced concrete structures under load. Additionally, rather little research has been carried out concerning changes in the stress–strain state parameters of structures under the simultaneous action of aggressive environment and load. This issue requires additional experimental and theoretical investigation. Determination of mechanical properties, fatigue characteristics and susceptibility to corrosion cracking was performed on samples of reinforcing St3GPF steel. The chemical composition of steel was determined by structural analysis. The spectral method for the determination of alloying elements and impurities in steels is based on the excitation of iron atoms and admixtures by electric discharge, decomposition of radiation into a spectrum, followed by its registration on photoplate with the use of electrograph. Experimental tests of samples in an aggressive environment under the action of statically applied tensile force showed that corrosion damage has little effect on the strength characteristics. At the same time, the decrease in area reduction and the decrease in strain were recorded. Additionally, the action of cyclic loads in an aggressive environment leads to a significant reduction in the fatigue limit to values from 20 to 24% of the yield strength of the original samples, which is 2–3 times lower than the fatigue limit of undamaged samples. MDPI 2021-06-20 /pmc/articles/PMC8235603/ /pubmed/34203076 http://dx.doi.org/10.3390/ma14123416 Text en © 2021 by the authors. https://creativecommons.org/licenses/by/4.0/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 (https://creativecommons.org/licenses/by/4.0/). |
spellingShingle | Article Blikharskyy, Yaroslav Selejdak, Jacek Kopiika, Nadiia Corrosion Fatigue Damages of Rebars under Loading in Time |
title | Corrosion Fatigue Damages of Rebars under Loading in Time |
title_full | Corrosion Fatigue Damages of Rebars under Loading in Time |
title_fullStr | Corrosion Fatigue Damages of Rebars under Loading in Time |
title_full_unstemmed | Corrosion Fatigue Damages of Rebars under Loading in Time |
title_short | Corrosion Fatigue Damages of Rebars under Loading in Time |
title_sort | corrosion fatigue damages of rebars under loading in time |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC8235603/ https://www.ncbi.nlm.nih.gov/pubmed/34203076 http://dx.doi.org/10.3390/ma14123416 |
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