Geodesic
Contributions to the formulation of a generalized theory of the equilibrium stability of thin-walled beams, with open profile, subjected to bending with shear and torsion
Theoretical and applied mechanics, Tome 1 (1975) no. 1, p. 95 Cet article a éte moissonné depuis la source eLibrary of Mathematical Institute of the Serbian Academy of Sciences and Arts

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A theory of the stability of thin-walled beams is formulated, capable of solving both the divergence and the bifurcation of the equilibrium. The differential equations are written in terms of the symmetry of the cross section. The mode of integration is indicated, the existing solutions are discussed and the calculation procedure is specified. One gives indications for the checking of the local stability. 
@article{TAM_1975_1_1_a10,
     author = {Eugen Fleseriu},
     title = {Contributions to the formulation of a generalized theory of the equilibrium stability of thin-walled beams, with open profile, subjected to bending with shear and torsion},
     journal = {Theoretical and applied mechanics},
     pages = {95 },
     year = {1975},
     volume = {1},
     number = {1},
     language = {en},
     url = {http://geodesic.mathdoc.fr/item/TAM_1975_1_1_a10/}
}
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Eugen Fleseriu. Contributions to the formulation of a generalized theory of the equilibrium stability of thin-walled beams, with open profile, subjected to bending with shear and torsion. Theoretical and applied mechanics, Tome 1 (1975) no. 1, p. 95 . http://geodesic.mathdoc.fr/item/TAM_1975_1_1_a10/