Flexural Behavior of Hybrid Composite Beam (HCB) Bridges

Figure 7

Strain values due to the deck pour (stage 2) and total loads of the three stages. (a) Concrete VWSGs (stage 2). (b) FRP and steel gauges (stage 2). (c) Concrete VWSGs (total load). (d) FRP and steel gauges (total load).

(a)

(b)

(c)

(d)