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017 - Torsional buckling under axial force.

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A simply supported column buckles in torsion under the action of an axial load.

Torsional buckling under axial force is a constitutive phenomenon in the context of intrinsic frame theories. The critical buckling load for the torsional buckling of column subjected to axial compression is given by [15,16][15,16] :

Nx=(GJ+π2EIw/L2)/r22 N_x=\left(G J+\pi^2 E I_w / L^2\right) / r_2^2

where r22=(Iy+Iz)/A+y02+z02r_2^2=\left(I_y+I_z\right) / A+y_0^2+z_0^2 . Using the properties from Table 1 , the elastic torsional buckling

 014 - Axial-torsional buckling
020 - Follower loading 
017 - Torsional buckling under axial force.
017 - Torsional buckling under axial force.
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