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

Figure 10

The load deflection curves for the simulated beams in the parametric study and the CB: (a) effect of web thickness; (b) effect of web yield strength; (c) effect of web height; (d) effect of flange thickness; (e) effect of flange yield strength; (f) effect of stiffeners height and numbers.

(a)

(b)

(c)

(d)

(e)

(f)