Polymer Composite Materials Fiber-Reinforced for the Reinforcement/Repair of Concrete Structures

The present paper deals with the use of polymeric matrix composite materials reinforced with carbon fiber as concrete shear reinforcement materials. Accordingly, cement specimens were manufactured and coated with various types of carbon fabrics and epoxy resin in liquid and solid form (paste). Addit...

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Main Authors: George Soupionis, Pantelitsa Georgiou, Loukas Zoumpoulakis
Format: Article
Language:English
Published: MDPI AG 2020-09-01
Series:Polymers
Subjects:
Online Access:https://www.mdpi.com/2073-4360/12/9/2058
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spelling doaj-11dfffd820fe4fceb14785fbec3fd3552020-11-25T03:35:51ZengMDPI AGPolymers2073-43602020-09-01122058205810.3390/polym12092058Polymer Composite Materials Fiber-Reinforced for the Reinforcement/Repair of Concrete StructuresGeorge Soupionis0Pantelitsa Georgiou1Loukas Zoumpoulakis2Department of Chemical Engineering, National Technical University of Athens, 9 Heroon Polytechniou Str., Zografou Campus, 15773 Athens, GreeceDepartment of Chemical Engineering, National Technical University of Athens, 9 Heroon Polytechniou Str., Zografou Campus, 15773 Athens, GreeceDepartment of Chemical Engineering, National Technical University of Athens, 9 Heroon Polytechniou Str., Zografou Campus, 15773 Athens, GreeceThe present paper deals with the use of polymeric matrix composite materials reinforced with carbon fiber as concrete shear reinforcement materials. Accordingly, cement specimens were manufactured and coated with various types of carbon fabrics and epoxy resin in liquid and solid form (paste). Additionally, composite materials of epoxy resin matrix reinforced with carbon fiber fabrics were manufactured. In all the specimens, the mechanical properties were estimated; the cement samples coated with composite materials of epoxy resin matrix reinforced with carbon fiber fabrics were tested for compressive strength, while the other specimens were tested for shear and bending strength. The specimens were subjected to artificial aging through heat treatment for 8, 12 and 16 days. During the process of artificial aging, the temperature in the chamber reached the range of 65–75 °C. These composite materials exhibited high mechanical properties combined with adaptability. Both an external deterioration of the materials as well as a reduction in mechanical properties during their artificial aging heat treatment were observed. This was shown in the specimens that were not subjected to artificial aging, with an applied compression strength of 74 MPa, and after the artificial aging, there was a decrease of ~7%, with the compression strength being reduced to 68 MPa.https://www.mdpi.com/2073-4360/12/9/2058polymer compositescarbon fiberreinforced concrete structuresartificial aging
collection DOAJ
language English
format Article
sources DOAJ
author George Soupionis
Pantelitsa Georgiou
Loukas Zoumpoulakis
spellingShingle George Soupionis
Pantelitsa Georgiou
Loukas Zoumpoulakis
Polymer Composite Materials Fiber-Reinforced for the Reinforcement/Repair of Concrete Structures
Polymers
polymer composites
carbon fiber
reinforced concrete structures
artificial aging
author_facet George Soupionis
Pantelitsa Georgiou
Loukas Zoumpoulakis
author_sort George Soupionis
title Polymer Composite Materials Fiber-Reinforced for the Reinforcement/Repair of Concrete Structures
title_short Polymer Composite Materials Fiber-Reinforced for the Reinforcement/Repair of Concrete Structures
title_full Polymer Composite Materials Fiber-Reinforced for the Reinforcement/Repair of Concrete Structures
title_fullStr Polymer Composite Materials Fiber-Reinforced for the Reinforcement/Repair of Concrete Structures
title_full_unstemmed Polymer Composite Materials Fiber-Reinforced for the Reinforcement/Repair of Concrete Structures
title_sort polymer composite materials fiber-reinforced for the reinforcement/repair of concrete structures
publisher MDPI AG
series Polymers
issn 2073-4360
publishDate 2020-09-01
description The present paper deals with the use of polymeric matrix composite materials reinforced with carbon fiber as concrete shear reinforcement materials. Accordingly, cement specimens were manufactured and coated with various types of carbon fabrics and epoxy resin in liquid and solid form (paste). Additionally, composite materials of epoxy resin matrix reinforced with carbon fiber fabrics were manufactured. In all the specimens, the mechanical properties were estimated; the cement samples coated with composite materials of epoxy resin matrix reinforced with carbon fiber fabrics were tested for compressive strength, while the other specimens were tested for shear and bending strength. The specimens were subjected to artificial aging through heat treatment for 8, 12 and 16 days. During the process of artificial aging, the temperature in the chamber reached the range of 65–75 °C. These composite materials exhibited high mechanical properties combined with adaptability. Both an external deterioration of the materials as well as a reduction in mechanical properties during their artificial aging heat treatment were observed. This was shown in the specimens that were not subjected to artificial aging, with an applied compression strength of 74 MPa, and after the artificial aging, there was a decrease of ~7%, with the compression strength being reduced to 68 MPa.
topic polymer composites
carbon fiber
reinforced concrete structures
artificial aging
url https://www.mdpi.com/2073-4360/12/9/2058
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AT pantelitsageorgiou polymercompositematerialsfiberreinforcedforthereinforcementrepairofconcretestructures
AT loukaszoumpoulakis polymercompositematerialsfiberreinforcedforthereinforcementrepairofconcretestructures
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