Japan Architectural Review, 2019 I‐shaped beams installed in a braced structure are subjected to reversed axial forces during earthquakes. Previously, we have derived the evaluation index and formulae for beams that collapsed with dominant local buckling.
Atsushi Suzuki +2 more
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Application of the Rayleigh quotient method in the analysis of stability of straight elastic bars [PDF]
Archives of Civil EngineeringThe paper deals with stability problems of straight elastic bars made of a homogenous isotropic material. The approach concerns both the bars of compact cross-sections and of thin-walled cross-sections, the transverse distortions being neglected.
Radosław Czubacki, Tomasz Lewinski
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Resistance and stability of steel channel section beams
Budownictwo i Architektura, 2013 Analysis of the resistance and stability of steel beam of channel section loaded in the plane parallel to beam web, which does not pass through shear center, is presented in the paper.
Radosław Szczerba
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Dataset for large-scale, lateral-torsional buckling tests of continuous beams in a grillage system. [PDF]
Data Brief, 2022 Rageh A, Sun CS, Linzell DG, Puckett JA.
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Lateral-torsional buckling assessment of I-beams with sinusoidally corrugated web
Journal of constructional steel research, 2023 G. Hajdú, H. Pasternak, F. Papp
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Engineering Transactions, 1965 Bar structures of variable flexural and torsional rigidities find wide application in various structures. For this reason the obtainment of equations enabling easy computation of such structures is essential for engineering: The problem of bending and ...
E. Krynicki, Z. Mazurkiewicz
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Elastic Critical Resistance of the Simple Beam Grillage Resulting from the Lateral Torsional Buckling Condition: FEM Modelling and Analytical Considerations. [PDF]
Materials (Basel), 2023 Piotrowski R, Szychowski A, Vičan J.
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Lateral Torsional Buckling of Steel Beams under Transverse Impact Loading
Shock and Vibration, 2018 This study employs experiments and numerical simulation to analyze the dynamic response of steel beams under huge-mass impact. Results show that lateral torsional buckling (LTB) occurs for a narrow rectangular cross-section steel beam under transverse ...
Wenna Zhang, Feng Liu, Feng Xi
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A mathematica code for evaluating lateral-torsional buckling of tapered cantilevers [PDF]
E3S Web of ConferencesLateral-torsional buckling (LTB) is the primary failure mode where slender cantilevers experience nonuniform twisting and buckling about their weak axes.
Yilmaz Tolga
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Experimental Study of Lateral-Torsional Buckling of Class 4 Beams at Elevated Temperature. [PDF]
Materials (Basel), 2021 Woźniczka P.
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