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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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 |
work_keys_str_mv |
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