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Optimal Structural Design under Stability Constraints pp 253–277Cite as

Thin-Walled Bars

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Part of the book series: Mechanics of Elastic Stability ((MEST,volume 13))

Abstract

There exists a great variety of possible buckling modes of thin-walled bars. Besides Euler’s buckling and lateral buckling we mention here, first of all, torsional buckling, and a combination of these phenomena. The above buckling modes, called jointly “the overall buckling”, may be investigated under the assumption of undeformable cross-sectional profiles. However, in fact, the profiles may also be subject to deformation, and we mention here local buckling of plate or shell elements of thin-walled bars, lateral buckling of individual elements and various possible combinations. Overall buckling modes are more typical for bars with open profiles and local buckling modes — for closed profiles, but this is not a general rule.

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Gajewski, A., Zyczkowski, M. (1988). Thin-Walled Bars. In: Optimal Structural Design under Stability Constraints. Mechanics of Elastic Stability, vol 13. Springer, Dordrecht. https://doi.org/10.1007/978-94-009-2754-4_9

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