A higher order shear deformation approach to the local buckling behavior of moderately thick composite laminated beams

DOI10.1142/S0219455418501390WikidataQ129895852 ScholiaQ129895852MaRDI QIDQ6493129

Christian Mittelstedt, Torsten Kühn, Johannes Herrmann, Siham Mittelstedt, Tjorven Müllenstedt

Publication date: 26 April 2024

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

zbMATH Keywords

stabilitylocal bucklingshear deformation theorycomposite laminated beamsdiscrete plate analysis

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Composite and mixture properties (74E30) Bifurcation and buckling (74G60)

Cites Work

• Unnamed Item
• Local buckling of wide-flange thin-walled anisotropic composite beams
• Flexural-torsional buckling analysis of composite beams by BEM including shear deformation effect
• Flexural-torsional buckling of open-section composite columns with shear deformation

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