RT info:eu-repo/semantics/article
T1 Internal reinforcement of laminated duo beams of low-grade timber with GFRP sheets
A1 Basterra Otero, Luis Alfonso
A1 Balmori Roiz, José Antonio
A1 Morillas, Leandro
A1 Acuña Rello, Luis
A1 Casado Sanz, María Milagrosa
K1 Timber
K1 Madera
AB The purpose of this work is to study the flexural behaviour of Populus   euroamericana I-214 low-gradeglulam timber beams, internally reinforced with Glass Fibre Reinforced Polymer (GFRP). To this end, 30unreinforced beams and 60 reinforced beams, with two ratios of GRFP reinforcement, were produced and tested. Results show an improvement in the flexural behaviour of reinforced beams, with noticeableincreases in stiffness (MOE) and ultimate moment capacity (MOR). By using relatively low reinforcementratios (1.07%, 1.6%) in the tension zone, we have measured an average improvement of 12.1% and 14.7% in stiffness, and an increase up to 23% in moment capacity. GFRP reinforced seems to reduce the influence of timber heterogeneity and singularities (knots, cracks . . .), which translates into less scattered results and better characteristic values.
PB Elsevier
SN 0950-0618
YR 2017
FD 2017
LK https://uvadoc.uva.es/handle/10324/51294
UL https://uvadoc.uva.es/handle/10324/51294
LA eng
NO Construction and Building Materials, 2017, vol. 154. p. 914-920
DS UVaDOC
RD 22-dic-2024