2021
DOI: 10.1016/j.conbuildmat.2021.125394
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Shear performance of strengthened timber beam with intermittent GFRP strips

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Cited by 6 publications
(2 citation statements)
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“…Furthermore, the strengthened timber beams with CFRP composites increased their shear capacity by 32.9% and 68.6% for one and two layers, respectively 17 . Conversely, GFRP strips improved timber beams' shear capacity, stiffness, and ductility by 41%, 62.05%, and 3.5%, respectively 25 …”
Section: Introductionmentioning
confidence: 97%
See 1 more Smart Citation
“…Furthermore, the strengthened timber beams with CFRP composites increased their shear capacity by 32.9% and 68.6% for one and two layers, respectively 17 . Conversely, GFRP strips improved timber beams' shear capacity, stiffness, and ductility by 41%, 62.05%, and 3.5%, respectively 25 …”
Section: Introductionmentioning
confidence: 97%
“…17 Conversely, GFRP strips improved timber beams' shear capacity, stiffness, and ductility by 41%, 62.05%, and 3.5%, respectively. 25 One of the most significant difficulties associated with using EB-FRP was the early debonding of the bonded sheet, which prevented the full use of the EB-FRP capability. The researchers [26][27][28][29][30][31][32][33] conducted various mechanical anchors to the debonding problem of EB-FRP reinforcement.…”
Section: Introductionmentioning
confidence: 99%