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Article | REF: C2553 V1

Bent metal components - Limit states, sizing criteria

Author: Koffi Aho VERCELLINO

Publication date: May 10, 2003

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5. Web buckling under shear

5.1 Description and characteristics of the phenomenon

The risk examined here is that of web buckling caused by the shear force V Sd . This is a form instability similar to that encountered in paragraph for panels subjected to normal stresses. Thus, in the case of a beam web with transverse stiffeners, the shear force develops shear stresses (figure

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Web buckling under shear
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