On the load distribution of thin-walled beams subjected to bending with respect to the cross-section distortion (CROSBI ID 100958)
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Pavazza, Radoslav
engleski
On the load distribution of thin-walled beams subjected to bending with respect to the cross-section distortion
The paper deals with the estimation of the load distribution under which distortion of the cross-sections of thin-walled beams subjected to bending cannot occur. It is assumed thta beam walls are hinged along their longitudinal edges. Beams with closed and open recatngular cross-sections, with three and two cells, with two or one axis of symmetry are considered. It is shown that the problem can be treated by two equivalent beams, defined by the shear flow zero points of the beam with rigid cross-sections. The beam load must be distributed in the plane of beam walls, proportionally to the cross-section moments of inertia of the equivalent beams. Some ilustrative examples are given.
Distortion of cross-sections; Thin-walled beams under bending; Loading under which cross-section has no distortion
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Brodogradnja, Strojarstvo, Temeljne tehničke znanosti