Influence of Flections’ Radius Value to Local Buckling of Box-Shaped Beams with Non-Linear Walls

Konstantin Pavlovich Manzhula; Alexander Vladimirovich Naumov

doi:10.15866/ireme.v11i5.11602

Influence of Flections’ Radius Value to Local Buckling of Box-Shaped Beams with Non-Linear Walls

Konstantin Pavlovich Manzhula⁽¹⁾, Alexander Vladimirovich Naumov^(2*)

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DOI: https://doi.org/10.15866/ireme.v11i5.11602

Abstract

For this article the authors analyzed local buckling of box-shaped beams. It is argued that the local buckling of critical force beams with non-linear walls is greater than the critical force of standard box-shaped beams, and that the value of critical force increases as flections’ radius increases.
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Keywords

Local Buckling; Box-Shaped Beam with Linear Walls; Box-Shaped Beam with Non-Linear Walls; Finite Element Method; ANSIS

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References

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