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• W2000309712 abstract "This paper presents hierarchical beam elements on the basis of the Carrera Unified Formulation. The displacement components are expanded in terms of the section coordinates, (x, y), using a set of 1-D generalized displacement variables. N-Order Taylor type expansions are employed. N is a free parameter of the formulation. Linear, quadratic and cubic approximations along the beam axis, (z), are introduced to develop finite element matrices. These are obtained in terms of a few fundamental nuclei whose form is independent of both N and the number of element nodes. Convergence and assessment with available results is first made. Additional analyses consider different beam sections (square and airfoil-shaped) as well as loading conditions (bending and torsion). It has mainly been concluded that the proposed model is capable of furnishing 3-D stress states in the considered beams with conventional (rectangular) and unconventional (thin-walled airfoil) sections." @default.
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• W2000309712 date "2010-03-01" @default.
• W2000309712 modified "2023-10-14" @default.
• W2000309712 title "Refined beam elements with arbitrary cross-section geometries" @default.
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• W2000309712 doi "https://doi.org/10.1016/j.compstruc.2009.11.002" @default.
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