Compressive Behavior of Pieces of Wood Reinforced with Fabrics Composed of Carbon Fiber and Basalt Fiber

Given the importance of wood as a building material for hundreds of years, it is often necessary to increase the resilience of existing wood elements. Due to their notable adaptability and high mechanical capacities, materials composed of polymers that have been reinforced with fibers represent a go...

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Main Authors: Pilar de la Rosa, María de las Nieves González, María Isabel Prieto, Enrique Gómez
Format: Article
Language:English
Published: MDPI AG 2021-03-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/11/6/2460
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author Pilar de la Rosa
María de las Nieves González
María Isabel Prieto
Enrique Gómez
author_facet Pilar de la Rosa
María de las Nieves González
María Isabel Prieto
Enrique Gómez
author_sort Pilar de la Rosa
collection DOAJ
description Given the importance of wood as a building material for hundreds of years, it is often necessary to increase the resilience of existing wood elements. Due to their notable adaptability and high mechanical capacities, materials composed of polymers that have been reinforced with fibers represent a good alternative to traditional reinforcement systems. This study looks at the compressive behavior of prismatic wild pinewood test pieces confined with three types of fabric—one of carbon fiber reinforced polymer (CFRP) and two of basalt fiber reinforced polymer (BFRP) featuring two very different grammages. The reinforced pieces attain at least 96% greater resistance than the unreinforced pieces (FC300), reaching as much as 133% more resistance in the case of the pieces reinforced with FB600; however, the ductility of the reinforced pieces is much lower than that of the unreinforced, by approximately one-sixth and one-quarter, respectively. The study also allowed us to conclude that there is no relationship between the mechanical capacity of the reinforcement and the ultimate strength of the test piece tested, but there is a strong relationship between the rigidity of the reinforcement and modulus of elasticity and the ultimate strain of the reinforced pieces.
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spelling doaj.art-f3e84130cf064ae4810313c9c7069db62023-11-21T09:52:25ZengMDPI AGApplied Sciences2076-34172021-03-01116246010.3390/app11062460Compressive Behavior of Pieces of Wood Reinforced with Fabrics Composed of Carbon Fiber and Basalt FiberPilar de la Rosa0María de las Nieves González1María Isabel Prieto2Enrique Gómez3Escuela Técnica Superior de Edificación, Universidad Politécnica de Madrid, 28040 Madrid, SpainEscuela Técnica Superior de Edificación, Universidad Politécnica de Madrid, 28040 Madrid, SpainEscuela Técnica Superior de Edificación, Universidad Politécnica de Madrid, 28040 Madrid, SpainISOVER, Avenida del Vidrio s/n, Azuqueca de Henares, 19200 Guadalajara, SpainGiven the importance of wood as a building material for hundreds of years, it is often necessary to increase the resilience of existing wood elements. Due to their notable adaptability and high mechanical capacities, materials composed of polymers that have been reinforced with fibers represent a good alternative to traditional reinforcement systems. This study looks at the compressive behavior of prismatic wild pinewood test pieces confined with three types of fabric—one of carbon fiber reinforced polymer (CFRP) and two of basalt fiber reinforced polymer (BFRP) featuring two very different grammages. The reinforced pieces attain at least 96% greater resistance than the unreinforced pieces (FC300), reaching as much as 133% more resistance in the case of the pieces reinforced with FB600; however, the ductility of the reinforced pieces is much lower than that of the unreinforced, by approximately one-sixth and one-quarter, respectively. The study also allowed us to conclude that there is no relationship between the mechanical capacity of the reinforcement and the ultimate strength of the test piece tested, but there is a strong relationship between the rigidity of the reinforcement and modulus of elasticity and the ultimate strain of the reinforced pieces.https://www.mdpi.com/2076-3417/11/6/2460carbon fiber reinforced polymerbasalt fiber reinforced polymerwoodmechanical propertiescompression tests
spellingShingle Pilar de la Rosa
María de las Nieves González
María Isabel Prieto
Enrique Gómez
Compressive Behavior of Pieces of Wood Reinforced with Fabrics Composed of Carbon Fiber and Basalt Fiber
Applied Sciences
carbon fiber reinforced polymer
basalt fiber reinforced polymer
wood
mechanical properties
compression tests
title Compressive Behavior of Pieces of Wood Reinforced with Fabrics Composed of Carbon Fiber and Basalt Fiber
title_full Compressive Behavior of Pieces of Wood Reinforced with Fabrics Composed of Carbon Fiber and Basalt Fiber
title_fullStr Compressive Behavior of Pieces of Wood Reinforced with Fabrics Composed of Carbon Fiber and Basalt Fiber
title_full_unstemmed Compressive Behavior of Pieces of Wood Reinforced with Fabrics Composed of Carbon Fiber and Basalt Fiber
title_short Compressive Behavior of Pieces of Wood Reinforced with Fabrics Composed of Carbon Fiber and Basalt Fiber
title_sort compressive behavior of pieces of wood reinforced with fabrics composed of carbon fiber and basalt fiber
topic carbon fiber reinforced polymer
basalt fiber reinforced polymer
wood
mechanical properties
compression tests
url https://www.mdpi.com/2076-3417/11/6/2460
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AT mariaisabelprieto compressivebehaviorofpiecesofwoodreinforcedwithfabricscomposedofcarbonfiberandbasaltfiber
AT enriquegomez compressivebehaviorofpiecesofwoodreinforcedwithfabricscomposedofcarbonfiberandbasaltfiber