Numerical Analysis of Hybrid Steel Beams with Trapezoidal Corrugated Web Nonwelded Inclined Folds

Figure 6

Comparison between experimental and numerical failure mechanisms: (a) specimen, CW20IFNW; (b) specimen, CW20IFNWFS; (c) specimen, CW35IFNW; (d) specimen FW35 WL.

(a)

(b)

(c)

(d)