Advanced Technology in Structural Engineering 2000
DOI: 10.1061/40492(2000)189
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FRP-Wood-Concrete Composite Bridge Girders

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Cited by 9 publications
(2 citation statements)
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“…Currently, no standard method is available to evaluate the durability of FRP–wood interfaces9. To improve the stiffness performance of a bridge deck, Brody et al 10 reported a composite structure of laminated FRP reinforced beams (tension side) combined with concrete on the compression side with lag screws used as shear studs, effectively combining three materials. They noted that by reinforcing the top and bottom of a laminated beam, shear deflections and shear failure modes become a major factor in design.…”
Section: Interface Propertiesmentioning
confidence: 99%
“…Currently, no standard method is available to evaluate the durability of FRP–wood interfaces9. To improve the stiffness performance of a bridge deck, Brody et al 10 reported a composite structure of laminated FRP reinforced beams (tension side) combined with concrete on the compression side with lag screws used as shear studs, effectively combining three materials. They noted that by reinforcing the top and bottom of a laminated beam, shear deflections and shear failure modes become a major factor in design.…”
Section: Interface Propertiesmentioning
confidence: 99%
“…[11]. A hybrid glued-laminated wood products were also developed by introducing thin laminates of E-glass/epoxy composites between the wood layers [2]. Gilfillan et al [6] studied structural behavior of several Irish-grown Sitka timber beams strengthened with both composites and steel.…”
Section: Introductionmentioning
confidence: 99%