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  Deflection of ultra-high performance concrete slabs and hybrid FRP composite girders considering partial shear interaction
 
 
Titel: Deflection of ultra-high performance concrete slabs and hybrid FRP composite girders considering partial shear interaction
Auteur: Zatar, Wael
Nguyen, Hai
Mutsuyoshi, Hiroshi
Verschenen in: Bridge structures
Paginering: Jaargang 10 (2014) nr. 1 pagina's 33-41
Jaar: 2014-07-07
Inhoud: Flexural behavior of composite girders consisting of hybrid fiber reinforced polymer (HFRP) I-girders and ultra-high performance concrete (UHPC) slabs was experimentally investigated. The HFRP I-girders consisting of layers of carbon fiber reinforced polymer (CFRP) and glass fiber reinforced polymer (GFRP) were employed in the experimental investigation. The composite girders were tested under four-point loading scheme. The results showed that the composite girders could provide a very competitive and sustainable solution to accelerated bridge construction. A three-dimensional nonlinear finite element (FE) analysis of simply-supported HFRP-UHPC composite girders was carried out. Nonlinear load-slip relationship for the shear connectors was considered in the FE analysis. Comparisons between the experimental and FE analyses were performed and a fairly good agreement was found.
Uitgever: IOS Press
Bronbestand: Elektronische Wetenschappelijke Tijdschriften
 
 

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