Stress state and elastic buckling of a thin-walled beam with monosymmetrical open cross-section
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference16 articles.
1. Stability of structures;Bažant,1991
2. Strength of materials in examples. Bars, plates and axisymmetrical shells;Magnucki,2000
3. Consideration of the problem of shearing and torsion of thin-walled beams with arbitrary cross-section;Katori;Thin-Walled Structures,2001
4. Optimum shape of open cross-section of thin-walled beam;Magnucki;Engineering Optimization,2000
5. Optimization of open cross-section of the thin-walled beam with flat web and circular flange;Magnucki;Thin-Walled Structures,2002
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2. Buckling and initial post-local buckling behaviour of cold-formed channel member flange;Thin-Walled Structures;2019-04
3. Selected local stability problems of channel section flanges made of aluminium alloys;Continuum Mechanics and Thermodynamics;2018-08-22
4. Boundary of stability region of a thin-walled beam under complex loading condition;International Journal of Mechanical Sciences;2017-03
5. On local buckling of cold-formed channel members;Thin-Walled Structures;2016-09
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