Abstract: Beams with corrugated webs were tested to failure under partial compressive edge loading. The failure was due to a flange collapse mechanism and web crippling or web yielding, followed by crippling and vertical bending of ...

Abstract: Beams with corrugated webs were tested to failure under uniform bending. The failure was sudden and due to vertical buckling of the compression flange into the web after the stress in the flange reached the yield stress. ...

Abstract: Beams with corrugated webs were tested to failure under shear; the failure was due to buckling of the web. The test specimens were modeled using finite elements and the computer program