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- W2915334340 abstract "The study presents the results of theoretical investigations into lateral-torsional buckling (LTB) of free supported bi-symetric I-beams, elastically restrained against warping at supports. Beams with loaded by moments focused at supports (with a variable the ratio of moments) and with different types of ribs were taken into account. To determine the critical moment (Mcr ) of LTB of beams, the MLTB,EL program [7] and proposed in this article formula were used. The obtained results were compared with the results received from approximation formulas [6] and with FEM (LTBeam, Abaqus)." @default.
- W2915334340 created "2019-03-02" @default.
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- W2915334340 date "2019-02-23" @default.
- W2915334340 modified "2023-09-24" @default.
- W2915334340 title "Lateral-Torsional Buckling of Beams Elastically Restrained and Loaded with Concentrated Moments at Supports" @default.
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- W2915334340 doi "https://doi.org/10.1088/1757-899x/471/5/052064" @default.
- W2915334340 hasPublicationYear "2019" @default.
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