Research Article

Elastic Web Buckling Stress and Ultimate Strength of H-Section Beams Dominated by Web Buckling

Figure 4

Comparison between FEA and test [30]. (a) Load versus deflection response. (b) Web buckling collapse mode by test [30]. (c) Web buckling collapse mode by FEA with IMP = D/400.
(a)
(b)
(c)