Cyclic Load Responses of GFRP-Strengthened Hollow Rectangular Bridge Piers

Figure 2

Failure modes of specimens (a) SU-1, (b) SHG-2, (c) SHG-3, (d) LU-1, (e) LHG-2, and (f) LHG-3.

(a)

(b)

(c)

(d)

(e)

(f)