Interfacial bond strength between micro synthetic fibre-reinforced patch repair mortar and concrete substrate

The interfacial bond strength between a concrete substrate and repair materials plays an important role in the overall performance of a concrete patch repair system. In this paper, patch repair materials made from micro synthetic fibre-reinforced mortar were cast on the surface of a concrete substra...

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Main Authors: Delista Putri Deni, Stefanus Adi Kristiawan, Senot Sangadji
Format: Article
Language:English
Published: Khon Kaen University 2022-09-01
Series:Engineering and Applied Science Research
Subjects:
Online Access:https://ph01.tci-thaijo.org/index.php/easr/article/view/247837/168589
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author Delista Putri Deni
Stefanus Adi Kristiawan
Senot Sangadji
author_facet Delista Putri Deni
Stefanus Adi Kristiawan
Senot Sangadji
author_sort Delista Putri Deni
collection DOAJ
description The interfacial bond strength between a concrete substrate and repair materials plays an important role in the overall performance of a concrete patch repair system. In this paper, patch repair materials made from micro synthetic fibre-reinforced mortar were cast on the surface of a concrete substrate with smooth interfacial texture (as cast) with the aim of investigating the interfacial bond strength as a function of variations in fibre volume fraction without interference from the influence of roughness by surface treatment. The bond strength was determined by an experimental method using slant shear and tensile splitting test. The result showed that the inclusion of micro synthetic fibre increases the bond strength and the magnitude of the increment depends on the fibre volume fraction. The optimum increase of bond strength is found in the mortar with a fibre volume fraction of 0.06%, giving an increase of 40.21% and 48.71% for slant shear and tensile splitting bond strength specimens at the age of 7 days, respectively. Furthermore, tests on micro synthetic fibre-reinforced repair mortar with fibre volume fractions of 0.06% at the ages of 1, 3, 7, and 28 days were conducted to see the development of the bond strength. The slant shear test gives a higher bond strength than the corresponding tensile splitting tests. The smooth interfacial texture between the repair materials and concrete substrate provides adequate adhesion but insufficient friction. This study also established the correlation between slant shear, tensile splitting, and mechanical properties of micro synthetic fibre-reinforced patch repair mortar.
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spelling doaj.art-e5a8622a91504e72819c4e31e3f3672d2022-12-22T02:28:21ZengKhon Kaen UniversityEngineering and Applied Science Research2539-61612539-62182022-09-01495630642Interfacial bond strength between micro synthetic fibre-reinforced patch repair mortar and concrete substrateDelista Putri DeniStefanus Adi KristiawanSenot SangadjiThe interfacial bond strength between a concrete substrate and repair materials plays an important role in the overall performance of a concrete patch repair system. In this paper, patch repair materials made from micro synthetic fibre-reinforced mortar were cast on the surface of a concrete substrate with smooth interfacial texture (as cast) with the aim of investigating the interfacial bond strength as a function of variations in fibre volume fraction without interference from the influence of roughness by surface treatment. The bond strength was determined by an experimental method using slant shear and tensile splitting test. The result showed that the inclusion of micro synthetic fibre increases the bond strength and the magnitude of the increment depends on the fibre volume fraction. The optimum increase of bond strength is found in the mortar with a fibre volume fraction of 0.06%, giving an increase of 40.21% and 48.71% for slant shear and tensile splitting bond strength specimens at the age of 7 days, respectively. Furthermore, tests on micro synthetic fibre-reinforced repair mortar with fibre volume fractions of 0.06% at the ages of 1, 3, 7, and 28 days were conducted to see the development of the bond strength. The slant shear test gives a higher bond strength than the corresponding tensile splitting tests. The smooth interfacial texture between the repair materials and concrete substrate provides adequate adhesion but insufficient friction. This study also established the correlation between slant shear, tensile splitting, and mechanical properties of micro synthetic fibre-reinforced patch repair mortar.https://ph01.tci-thaijo.org/index.php/easr/article/view/247837/168589bond strengthconcrete patch repairconcrete substratemicro synthetic fibre repair mortarslant shearsplitting
spellingShingle Delista Putri Deni
Stefanus Adi Kristiawan
Senot Sangadji
Interfacial bond strength between micro synthetic fibre-reinforced patch repair mortar and concrete substrate
Engineering and Applied Science Research
bond strength
concrete patch repair
concrete substrate
micro synthetic fibre repair mortar
slant shear
splitting
title Interfacial bond strength between micro synthetic fibre-reinforced patch repair mortar and concrete substrate
title_full Interfacial bond strength between micro synthetic fibre-reinforced patch repair mortar and concrete substrate
title_fullStr Interfacial bond strength between micro synthetic fibre-reinforced patch repair mortar and concrete substrate
title_full_unstemmed Interfacial bond strength between micro synthetic fibre-reinforced patch repair mortar and concrete substrate
title_short Interfacial bond strength between micro synthetic fibre-reinforced patch repair mortar and concrete substrate
title_sort interfacial bond strength between micro synthetic fibre reinforced patch repair mortar and concrete substrate
topic bond strength
concrete patch repair
concrete substrate
micro synthetic fibre repair mortar
slant shear
splitting
url https://ph01.tci-thaijo.org/index.php/easr/article/view/247837/168589
work_keys_str_mv AT delistaputrideni interfacialbondstrengthbetweenmicrosyntheticfibrereinforcedpatchrepairmortarandconcretesubstrate
AT stefanusadikristiawan interfacialbondstrengthbetweenmicrosyntheticfibrereinforcedpatchrepairmortarandconcretesubstrate
AT senotsangadji interfacialbondstrengthbetweenmicrosyntheticfibrereinforcedpatchrepairmortarandconcretesubstrate