o:32256 On the Generalized Clausen Problem en Abstract: We analyze the classical problem of nding the shape of the column that optimizes certain criteria. The new formulation proposed here may be stated as: given the critical buckling load F of the column and the length L, nd cross-sectional area A, such that the volume W of the column attains minimal value. This is a classical Clausen problem. However, in this work we shall use the generalized constitutive equations of the column that allows for shear deformation. We show that optimally shaped rod exhibits pitchfork super-critical bifurcation at critical buckling load. 2024-01-09T17:22:55.019Z 44 no 46 Enes Kačapor Državni univerzitet u Novom Pazaru 53071113 0000-0001-6658-051X application/pdf 93969 https://phaidrabg.bg.ac.rs/o:32256 no yes 1 70 92000004 20A01 Kongres mladih matematičara u Novom Sadu 2022 32 32 2022