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Strength of sinusoidally corrugated web beams with web openings

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Figure  1.  Typical  FE model  adopted for  the  analysis  of  sinusoidally  corrugated  web  beams with rectangular web openings
Figure 3. FE web shear resistance versus web opening size relationships for different  corrugation densities
Figure 4. Non-linear response curves obtained from FE parametric study
Figure 5. Deformed shapes for three different corrugation geometries at ultimate load  (h/d=2.0)

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