ESDU 89007:1989

$62.40

Flexural and Torsional-Flexural Buckling of Thin-Walled Open Section Struts

Published By	Publication Date	Number of Pages
ESDU	1989-03	7

Guaranteed Safe Checkout

Category: ESDU

If you have any questions, feel free to reach out to our online customer service team by clicking on the bottom right corner. We’re here to assist you 24/7.
Email:[email protected]

ESDU 89007 gives the cubic equation for the buckling stress of a strut of arbitrary open section under the interaction of the flexural and torsional-flexural modes. When the section has an axis of symmetry, buckling will occur in either the flexural mode or in the torsional-flexural mode, the buckling stress for which is given by the solution of a quadratic equation. For sections in which the centroid and the shear centre coincide (which are those with axes of symmetry or with point symmetry such as a Z-section with equal flanges) there is no interaction and buckling will occur at the least stress of the two Euler buckling stresses and the torsional buckling stress. A fully worked example illustrates the use of the equations.


PDF Format	Searchable	Printable	Preview Now

Published Code	ESDU
Published By	ESDU
Publication Date	1989-03
Pages Count	7
Language	English
File Size	51.2 KB

ESDU 89007:1989

Related products