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Example sentences with "flexural buckling", translation memory
Because steel angles are singly symmetric or asymmetric, torsional-flexural buckling is an important mode of failure.
Compared to 90° angles of the same size, these angles are weaker in torsional-flexural buckling.
Some of the world codes applicable for steel angles specify torsional–flexural buckling check and plate buckling check to be considered simultaneously wherever applicable.
Recent experimental studies have shown that the design of 60° angles will be quite safe, if design is carried out using the expressions for factored axial compressive resistances given in CAN/CSA-S16.1-M89, taking into account only the effect of local buckling and flexural buckling about minor axis, and neglecting torsional-flexural buckling.
These two latter properties are required for determining failure loads of angles subjected to torsional–flexural buckling.
A design method which includes the effect of the torsional-flexural buckling mode of failure is proposed.
The paper presents the results of an experimental investigation consisting of 34 hot-rolled steel angles under concentric compression (slenderness ratios between 50 and 150) failing in torsional?flexural buckling.
Experimental failure loads are compared with the loads computed according to the general theory of torsional–flexural buckling, ASCE Manual No. 52, and the ECCS recommendations.
We distinguish Euler buckles that develop in beds without cross fractures, block-flexure buckles that form with smooth buckled bedding surfaces in beds with cross fractures, and block buckles that develop with large rotations of rock blocks in rock layers more than 0.1 m thick.
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