Research Article
Shear Behavior of Corrugated Steel Webs in H Shape Bridge Girders
Figure 12
Failure modes of tensile specimens.
(a) 2 mm specimen |
(b) 2 mm specimen |
(c) Fracture failure |
(d) Necking |
(e) Fracture failure |
(f) 2 mm specimen failure mode |
(g) 10 mm specimen failure mode |