Composite action and adhesive bond between fiber-reinforced polymer bridge decks and main girders

Journal of Composites for Construction

Volumn 9, Issue 4, 2005, Pages 360-368

  Keller, Thomas ^a   Gürtler, Herbert ^a  

^a EPFL   (Switzerland)

Author keywords

Adhesive bonding; Bridge decks; Bridges, girder; Composite beams; Composite structures; Creep; Fatigue; Pultrusion

Indexed keywords

ADHESIVES; BRIDGE DECKS; COMPOSITE BEAMS AND GIRDERS; COMPOSITE MATERIALS; COMPOSITE STRUCTURES; CREEP; DUCTILITY; FAILURE ANALYSIS; FIBER REINFORCED PLASTICS; PULTRUSION; STEEL; STEEL BEAMS AND GIRDERS; STRUCTURAL LOADS;

ADHESIVE BONDING; BRIDGES, GIRDERS; FATIGUE; HYBRID GIRDERS;

BONDING;

EID: 25444460137     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(2005)9:4(360)     Document Type: Article

References (5)

1. European Committee for Standardization. (2002). "Actions on structures. Part 2: Traffic loads on bridges." Eurocode 1, Brussels, prEN 1991-2.
2. European Committee for Standardization. (2002). "Design of steel structures. Part 1-1: General rules." Eurocode 3, Brussels, prEN1993-1-1.
3. European Committee for Standardization. (2002). "Design of composite steel and concrete structures. Part 2: Rules for bridges." Eurocode 4, Brussels, prEN 1994-2.
4. Keller T., de Castro J., and Schollmayer M. (2004). "Adhesively bonded and translucent fiber reinforced polymer sandwich girders." J. Compos. Constr., 8(5), 461-470.
5. Keller, T. and Gürtler, H. (2005). "In-plane compression and shear performance of FRP bridge decks acting as top chord of bridge girders." J. Compos. Struct., in press.