Modal interactive buckling of thin-walled composite beam-columns regarding distortional deformations

DOI10.1016/S0020-7225(98)00135-9zbMath1210.74042OpenAlexW1973113231MaRDI QIDQ532332

Marian Krolak, Zbigniew Kolakowski, Katarzyna Kowal-Michalska

Publication date: 27 April 2011

Published in: International Journal of Engineering Science (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0020-7225(98)00135-9

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Composite and mixture properties (74E30)

Related Items (1)

Interactive buckling regarding the axial extension mode of a thin-walled channel under uniform compression in the first nonlinear approximation

Cites Work

• Modal interaction in composite cylinders under hydrostatic pressure
• Interactive buckling in thin-walled beams. II: Applications
• Performance of axially compressed stiffened panels
• Influence of modification of boundary conditions on load carrying capacity in thin-walled columns in the second order approximation

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