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Effect of graphene oxide on single fiber pullout behavior

Author(s)
Chindaprasirt, Prinya
Sukontasukkul, Piti
Techaphatthanakon, Apisit
Kongtun, Suriyawan
Ruttanapun, Chesta
Yoo, Doo Yeol
Tangchirapat, Weerachart
Limkatanyu, Suchart
Banthia, Nemkumar
Date Issued
April 19, 2021
Type
Article
DOI
10.1016/j.conbuildmat.2021.122539
Abstract
The properties of fiber reinforced concrete (FRC) depends strongly on bond between fiber and cement matrix. Any change in matrix and fiber characteristics affects the bond behavior. In this study, the effect of graphene oxide on cement composite strength and bond behavior between fiber and cement matrix was investigated. The graphene oxide solution with concentration of 10 mg/ml was mixed with cement mortar at 0.05% by weight of cement. Four types of fibers viz., hooked end steel, double hooked end steel, polypropylene and glass fibers were tested by embedding in both plain cement mortar (M) and cement graphene mortar (GM). The single fiber pullout test was performed at the rates of 60 and 180 mm/min. Results were collected in form of failure mode, scanning electron microscope (SEM) images, bond-slip response, bond strength and energy absorption. SEM images showed that the failure modes depended on fiber type, matrix type and loading rate. The steel fibers showed almost no damage except for the change of hooked end shape at the fiber end. For polypropylene fiber, the fiber surface scraping was commonly observed while the debonding of coating material was observed for glass fiber. The bond strength was higher in GM mortar than that of M mortar and increased with the increase in loading rate. In the case of fiber type, steel fibers exhibited higher bond and energy absorption than both polypropylene and glass fibers.
Citation
Construction and Building Materials, 280, 2021
Subjects

Bond-slip response

Fiber pullout

Glass fiber

Graphene oxide

Polypropylene fiber

Steel fiber

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