Research Article
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.
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