Internal GFRP Reinforcement of Low-Grade Maritime Pine Duo Timber Beams

This paper presented an experimental structural-scale test campaign used to analyze the flexural behavior of low-grade maritime pine (<i>Pinus pinaster</i> Ait.) duo timber beams reinforced with an internal glass fiber-reinforced polymer (GFRP) sheet. For this purpose, thirty (30) unrein...

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Main Authors: Jose-Antonio Balmori, Luis-Alfonso Basterra, Luis Acuña
Format: Article
Language:English
Published: MDPI AG 2020-01-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/13/3/571
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spelling doaj-e9e49823c9734d26a9d5b852b32305fb2020-11-25T01:45:08ZengMDPI AGMaterials1996-19442020-01-0113357110.3390/ma13030571ma13030571Internal GFRP Reinforcement of Low-Grade Maritime Pine Duo Timber BeamsJose-Antonio Balmori0Luis-Alfonso Basterra1Luis Acuña2Research group of Timber Structures and Wood Technology, University of Valladolid, Avenida de Salamanca, 18, 47014 Valladolid, SpainResearch group of Timber Structures and Wood Technology, University of Valladolid, Avenida de Salamanca, 18, 47014 Valladolid, SpainResearch group of Timber Structures and Wood Technology, University of Valladolid, Avenida de Salamanca, 18, 47014 Valladolid, SpainThis paper presented an experimental structural-scale test campaign used to analyze the flexural behavior of low-grade maritime pine (<i>Pinus pinaster</i> Ait.) duo timber beams reinforced with an internal glass fiber-reinforced polymer (GFRP) sheet. For this purpose, thirty (30) unreinforced duo beams and thirty (30) duo beams internally reinforced with a unidirectional GFRP sheet with an areal mass of 1200 g/m<sup>2</sup> were produced and tested. The addition of a low GFRP reinforcement ratio (1.07%) in the tension zone of the duo beams provided an average improvement of 8.37% in bending stiffness (EI) and an increase of up to 18.45% in ultimate moment capacity. In addition to this improved bending behavior, the internal GFRP reinforcements seemed to decrease the influence of wood singularities and wood heterogeneity on mechanical properties, which allowed for better characteristic values to be reached and for the achievement of results with less variability.https://www.mdpi.com/1996-1944/13/3/571strengtheninglow-grade timberglass fiber-reinforced polymer (gfrp)duo timber beam<i>pinus pinaster</i> ait. wood
collection DOAJ
language English
format Article
sources DOAJ
author Jose-Antonio Balmori
Luis-Alfonso Basterra
Luis Acuña
spellingShingle Jose-Antonio Balmori
Luis-Alfonso Basterra
Luis Acuña
Internal GFRP Reinforcement of Low-Grade Maritime Pine Duo Timber Beams
Materials
strengthening
low-grade timber
glass fiber-reinforced polymer (gfrp)
duo timber beam
<i>pinus pinaster</i> ait. wood
author_facet Jose-Antonio Balmori
Luis-Alfonso Basterra
Luis Acuña
author_sort Jose-Antonio Balmori
title Internal GFRP Reinforcement of Low-Grade Maritime Pine Duo Timber Beams
title_short Internal GFRP Reinforcement of Low-Grade Maritime Pine Duo Timber Beams
title_full Internal GFRP Reinforcement of Low-Grade Maritime Pine Duo Timber Beams
title_fullStr Internal GFRP Reinforcement of Low-Grade Maritime Pine Duo Timber Beams
title_full_unstemmed Internal GFRP Reinforcement of Low-Grade Maritime Pine Duo Timber Beams
title_sort internal gfrp reinforcement of low-grade maritime pine duo timber beams
publisher MDPI AG
series Materials
issn 1996-1944
publishDate 2020-01-01
description This paper presented an experimental structural-scale test campaign used to analyze the flexural behavior of low-grade maritime pine (<i>Pinus pinaster</i> Ait.) duo timber beams reinforced with an internal glass fiber-reinforced polymer (GFRP) sheet. For this purpose, thirty (30) unreinforced duo beams and thirty (30) duo beams internally reinforced with a unidirectional GFRP sheet with an areal mass of 1200 g/m<sup>2</sup> were produced and tested. The addition of a low GFRP reinforcement ratio (1.07%) in the tension zone of the duo beams provided an average improvement of 8.37% in bending stiffness (EI) and an increase of up to 18.45% in ultimate moment capacity. In addition to this improved bending behavior, the internal GFRP reinforcements seemed to decrease the influence of wood singularities and wood heterogeneity on mechanical properties, which allowed for better characteristic values to be reached and for the achievement of results with less variability.
topic strengthening
low-grade timber
glass fiber-reinforced polymer (gfrp)
duo timber beam
<i>pinus pinaster</i> ait. wood
url https://www.mdpi.com/1996-1944/13/3/571
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AT luisalfonsobasterra internalgfrpreinforcementoflowgrademaritimepineduotimberbeams
AT luisacuna internalgfrpreinforcementoflowgrademaritimepineduotimberbeams
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