Flexural Behavior of Hybrid Composite Beam (HCB) Bridges

Figure 5

Strain values due to the three stops (stage 3). (a) Concrete VWSGs (stop 1). (b) FRP and steel gauges (stop 1). (c) Concrete VWSGs (stop 2). (d) FRP and steel gauges (stop 2). (e) Concrete VWSGs (stop 3). (f) FRP and steel gauges (stop 3).

(a)

(b)

(c)

(d)

(e)

(f)