Influence of Graphene Oxide Nanoparticles on Bond-Slip Reponses between Fiber and Geopolymer Mortar
In this study, the influence of graphene oxide nanoparticles on the bond-slip behavior of fiber and fly-ash-based geopolymer paste was examined. Geopolymer paste incorporating a graphene oxide nanoparticle solution was cast in half briquetted specimens and embedded with a fiber. Three types of fiber...
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MDPI AG
2022-03-01
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author | Darrakorn Intarabut Piti Sukontasukkul Tanakorn Phoo-ngernkham Hexin Zhang Doo-Yeol Yoo Suchart Limkatanyu Prinya Chindaprasirt |
author_facet | Darrakorn Intarabut Piti Sukontasukkul Tanakorn Phoo-ngernkham Hexin Zhang Doo-Yeol Yoo Suchart Limkatanyu Prinya Chindaprasirt |
author_sort | Darrakorn Intarabut |
collection | DOAJ |
description | In this study, the influence of graphene oxide nanoparticles on the bond-slip behavior of fiber and fly-ash-based geopolymer paste was examined. Geopolymer paste incorporating a graphene oxide nanoparticle solution was cast in half briquetted specimens and embedded with a fiber. Three types of fiber were used: steel, polypropylene, and basalt. The pullout test was performed at two distinct speeds: 1 mm/s and 3 mm/s. The results showed that the addition of graphene oxide increased the compressive strength of the geopolymer by about 7%. The bond-slip responses of fibers embedded in the geopolymer mixed with graphene oxide exhibited higher peak stress and toughness compared to those embedded in a normal geopolymer. Each fiber type also showed a different mode of failure. Both steel and polypropylene fibers showed full bond-slip responses due to their high ductility. Basalt fiber, on the other hand, because of its brittleness, failed by fiber fracture mode and showed no slip in pullout responses. Both bond strength and toughness were found to be rate-sensitive. The sensitivity was higher in the graphene oxide/geopolymer than in the conventional geopolymer. |
first_indexed | 2024-03-09T13:07:25Z |
format | Article |
id | doaj.art-2f2a1de490824ef5a2281b7db22d7df7 |
institution | Directory Open Access Journal |
issn | 2079-4991 |
language | English |
last_indexed | 2024-03-09T13:07:25Z |
publishDate | 2022-03-01 |
publisher | MDPI AG |
record_format | Article |
series | Nanomaterials |
spelling | doaj.art-2f2a1de490824ef5a2281b7db22d7df72023-11-30T21:45:54ZengMDPI AGNanomaterials2079-49912022-03-0112694310.3390/nano12060943Influence of Graphene Oxide Nanoparticles on Bond-Slip Reponses between Fiber and Geopolymer MortarDarrakorn Intarabut0Piti Sukontasukkul1Tanakorn Phoo-ngernkham2Hexin Zhang3Doo-Yeol Yoo4Suchart Limkatanyu5Prinya Chindaprasirt6Construction and Building Materials Research Center, Department of Civil Engineering, Faculty of Engineering, King Mongkut’s University of Technology North Bangkok, Bangkok 10800, ThailandConstruction and Building Materials Research Center, Department of Civil Engineering, Faculty of Engineering, King Mongkut’s University of Technology North Bangkok, Bangkok 10800, ThailandSustainable Construction Material Technology Research Unit, Department of Civil Engineering, Faculty of Engineering and Architecture, Rajamangala University of Technology Isan, Nakhon Ratchasima 30000, ThailandSchool of Engineering and the Built Environment, Edinburgh Napier University, Edinburgh EH14 1DJ, UKDepartment of Architectural Engineering, Hanyang University, Seongdong-gu, Seoul 04763, KoreaDepartment of Civil Engineering, Faculty of Engineering, Hat Yai Campus, Prince of Songkla University, Songkla 90110, ThailandSustainable Infrastructure Research and Development Center, Department of Civil Engineering, Faculty of Engineering, Khon Kaen University, Khon Kaen 40002, ThailandIn this study, the influence of graphene oxide nanoparticles on the bond-slip behavior of fiber and fly-ash-based geopolymer paste was examined. Geopolymer paste incorporating a graphene oxide nanoparticle solution was cast in half briquetted specimens and embedded with a fiber. Three types of fiber were used: steel, polypropylene, and basalt. The pullout test was performed at two distinct speeds: 1 mm/s and 3 mm/s. The results showed that the addition of graphene oxide increased the compressive strength of the geopolymer by about 7%. The bond-slip responses of fibers embedded in the geopolymer mixed with graphene oxide exhibited higher peak stress and toughness compared to those embedded in a normal geopolymer. Each fiber type also showed a different mode of failure. Both steel and polypropylene fibers showed full bond-slip responses due to their high ductility. Basalt fiber, on the other hand, because of its brittleness, failed by fiber fracture mode and showed no slip in pullout responses. Both bond strength and toughness were found to be rate-sensitive. The sensitivity was higher in the graphene oxide/geopolymer than in the conventional geopolymer.https://www.mdpi.com/2079-4991/12/6/943geopolymergraphene oxidesingle fiber pulloutbond-sliprate sensitive |
spellingShingle | Darrakorn Intarabut Piti Sukontasukkul Tanakorn Phoo-ngernkham Hexin Zhang Doo-Yeol Yoo Suchart Limkatanyu Prinya Chindaprasirt Influence of Graphene Oxide Nanoparticles on Bond-Slip Reponses between Fiber and Geopolymer Mortar Nanomaterials geopolymer graphene oxide single fiber pullout bond-slip rate sensitive |
title | Influence of Graphene Oxide Nanoparticles on Bond-Slip Reponses between Fiber and Geopolymer Mortar |
title_full | Influence of Graphene Oxide Nanoparticles on Bond-Slip Reponses between Fiber and Geopolymer Mortar |
title_fullStr | Influence of Graphene Oxide Nanoparticles on Bond-Slip Reponses between Fiber and Geopolymer Mortar |
title_full_unstemmed | Influence of Graphene Oxide Nanoparticles on Bond-Slip Reponses between Fiber and Geopolymer Mortar |
title_short | Influence of Graphene Oxide Nanoparticles on Bond-Slip Reponses between Fiber and Geopolymer Mortar |
title_sort | influence of graphene oxide nanoparticles on bond slip reponses between fiber and geopolymer mortar |
topic | geopolymer graphene oxide single fiber pullout bond-slip rate sensitive |
url | https://www.mdpi.com/2079-4991/12/6/943 |
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