Abstract: A full-scale deck slab (15,240 mm × 3,890 mm × 210 mm) supported by steel girders spaced at 3.05 m, including a 3,810 mm × 3,890 mm section incorporating a new design of glass fiber–reinforced polymer (GFRP) stay-in-place ...

Abstract: Fatigue tests were performed on a full-scale deck slab (15,240 × 3,890 × 210 mm) supported by steel girders spaced at 3.05 m using a rolling load simulator for up to 6 million equivalent cycles under two half axle moving ...

Abstract: This paper presents a pioneering experimental investigation of the fatigue behavior of a full-scale (15.24 m × 3.89 m) concrete bridge deck reinforced with glass fiber–reinforced polymer (GFRP) rebar under rolling (R)-load ...