Bending reinforcement of full-scale timber beams with mechanically attached GFRP composite plates

Tomas Pupsys, Marco Corradi, Antonio Borri, Leon Amess

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

1 Citation (Scopus)


This paper presents the results of an experimental campaign aimed to evaluate the performance of timber beams strengthened in bending using GFRP (Glass Fiber Reinforced Polymer) plates mechanically attached with high-strength metal screws. Modest ratios of GFRP composite reinforcement can increase beam load-carrying capacity and manipulate failure mode from the brittle tensile in the unreinforced beams to a more extensible failure in the strengthened timber beams. Application of mechanical reinforcement presents a solution of reversibility, compatibility and durability for reinforced timber. The experimental campaign focused on load-deflection relationship and failure modes in order to increase the bending capacity and stiffness of the timber beam. Oak beams with dimensions 145 × 145 × 2450 mm were reinforced with unbonded pultruded GFRP plates. Hexagon head coach screws 16 mm diameter, 130 mm length, grade 8.8, were used to mechanically attach the reinforcement along with 34 mm outer diameter fender washers, distributing the fastening load away from the screw's position. All beams were tested until failure under the four-point bending configuration. Experimental results demonstrate the effectiveness of the reinforcement method and ability to reversibly repair the timber, representing a capability to be utilised in the new constructions or restoration of timber structures.

Original languageEnglish
Title of host publicationMechanics of Masonry Structures Strengthened with Composite Materials II - MuRiCo5
EditorsAngelo Di Tommaso, Cristina Gentilini, Giovanni Castellazzi
PublisherTrans Tech Publications Ltd
Number of pages8
VolumeKEM 747
ISBN (Electronic)9783035731644
ISBN (Print)9783035711646
Publication statusPublished - 20 Jul 2017
Externally publishedYes
EventInternational Conference on Mechanics of Masonry Structures Strengthened with Composites Materials - Bologna, Italy
Duration: 28 Jun 201730 Jun 2017

Publication series

NameKey Engineering Materials
PublisherTrans Tech Publications Ltd
VolumeKEM 747
ISSN (Print)1013-9826
ISSN (Electronic)1662-9795


ConferenceInternational Conference on Mechanics of Masonry Structures Strengthened with Composites Materials
Abbreviated titleMuRiCo5 2017

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