Experimental Evaluation of the Durability of Concrete Repair Materials

Concrete structures crack as they age due to deterioration phenomena such as carbonation, chloride attack, and freeze–thaw. Cracks may also occur due to corrosion of steel reinforcements, which can rapidly degrade the structural integrity. Therefore, this study uses strength and durability tests to...

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Main Authors: Tae-Kyun Kim, Jong-Sup Park
Format: Article
Language:English
Published: MDPI AG 2021-03-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/11/5/2303
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spelling doaj-d25016ce5a9245a491ad05d802734a142021-03-06T00:02:21ZengMDPI AGApplied Sciences2076-34172021-03-01112303230310.3390/app11052303Experimental Evaluation of the Durability of Concrete Repair MaterialsTae-Kyun Kim0Jong-Sup Park1Department of Infrastructure Safety Research, Korea Institute of Civil Engineering and Building Technology, 283, Goyang-daero, Ilsanseo-gu, Goyang-si, Gyeonggi-do 10223, KoreaDepartment of Infrastructure Safety Research, Korea Institute of Civil Engineering and Building Technology, 283, Goyang-daero, Ilsanseo-gu, Goyang-si, Gyeonggi-do 10223, KoreaConcrete structures crack as they age due to deterioration phenomena such as carbonation, chloride attack, and freeze–thaw. Cracks may also occur due to corrosion of steel reinforcements, which can rapidly degrade the structural integrity. Therefore, this study uses strength and durability tests to examine the materials used to repair cracks in concrete; namely, epoxy, impregnant, and epoxy/impregnant. The results show that epoxy has the greatest strength; epoxy/impregnant is most effective for repairing carbonation damage; impregnant is most effective for repairing chloride damage; epoxy and epoxy/impregnant are most effective for repairing freeze–thaw damage, depending on environmental and physical factors, as well as the crack width. These results can be used to improve the quality of repairs and increase the safe operating life of structures.https://www.mdpi.com/2076-3417/11/5/2303concrete repairepoxyimpregnantstrengthdurability
collection DOAJ
language English
format Article
sources DOAJ
author Tae-Kyun Kim
Jong-Sup Park
spellingShingle Tae-Kyun Kim
Jong-Sup Park
Experimental Evaluation of the Durability of Concrete Repair Materials
Applied Sciences
concrete repair
epoxy
impregnant
strength
durability
author_facet Tae-Kyun Kim
Jong-Sup Park
author_sort Tae-Kyun Kim
title Experimental Evaluation of the Durability of Concrete Repair Materials
title_short Experimental Evaluation of the Durability of Concrete Repair Materials
title_full Experimental Evaluation of the Durability of Concrete Repair Materials
title_fullStr Experimental Evaluation of the Durability of Concrete Repair Materials
title_full_unstemmed Experimental Evaluation of the Durability of Concrete Repair Materials
title_sort experimental evaluation of the durability of concrete repair materials
publisher MDPI AG
series Applied Sciences
issn 2076-3417
publishDate 2021-03-01
description Concrete structures crack as they age due to deterioration phenomena such as carbonation, chloride attack, and freeze–thaw. Cracks may also occur due to corrosion of steel reinforcements, which can rapidly degrade the structural integrity. Therefore, this study uses strength and durability tests to examine the materials used to repair cracks in concrete; namely, epoxy, impregnant, and epoxy/impregnant. The results show that epoxy has the greatest strength; epoxy/impregnant is most effective for repairing carbonation damage; impregnant is most effective for repairing chloride damage; epoxy and epoxy/impregnant are most effective for repairing freeze–thaw damage, depending on environmental and physical factors, as well as the crack width. These results can be used to improve the quality of repairs and increase the safe operating life of structures.
topic concrete repair
epoxy
impregnant
strength
durability
url https://www.mdpi.com/2076-3417/11/5/2303
work_keys_str_mv AT taekyunkim experimentalevaluationofthedurabilityofconcreterepairmaterials
AT jongsuppark experimentalevaluationofthedurabilityofconcreterepairmaterials
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