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- W2066844946 abstract "A shear deformable theory and a computationally efficient finite element are developed to determine the lateral torsional buckling capacity of beams with mono-symmetric I-sections under general loading. A closed-form solution is also derived for the case of a mono-symmetric simply supported beam under uniform bending moments. The finite element is then used to provide solutions for simply supported beams, cantilevers, and developing moment gradient factors for the case of linear moments. The formulation is shown to successfully capture interaction effects between axial loads and bending moments as well as the load height position effect. The validity of the element is verified through comparisons with other established numerical solutions." @default.
- W2066844946 created "2016-06-24" @default.
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- W2066844946 date "2015-04-01" @default.
- W2066844946 modified "2023-10-02" @default.
- W2066844946 title "Finite element formulation for lateral torsional buckling analysis of shear deformable mono-symmetric thin-walled members" @default.
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- W2066844946 doi "https://doi.org/10.1016/j.tws.2014.11.023" @default.
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