In-plane instability of shallow layered arches with interlayer slip

DOI10.1007/S00707-022-03312-5zbMath1500.74020OpenAlexW4294183008MaRDI QIDQ2083798

Dominik Ladurner, Thomas Furtmüller, Christoph Adam

Publication date: 11 October 2022

Published in: Acta Mechanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00707-022-03312-5

zbMATH Keywords

Ritz methodbifurcation bucklingEuler-Bernoulli beam modelcritical transverse loadlimit point buckling

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Composite and mixture properties (74E30) Bifurcation and buckling (74G60) Numerical and other methods in solid mechanics (74S99)

Related Items (1)

Dynamic analysis of tapered symmetrically layered beams with interlayer slip

Uses Software

• ABAQUS
• Unnamed Item

Cites Work

• Thermoelastic stability of layered shallow shells
• Exact slip-buckling analysis of two-layer composite columns
• Two-to-one internal resonances in a shallow curved beam resting on an elastic foundation
• Piezoelectric vibrations of composite beams with interlayer slip
• In-plane stability of arches
• Buckling analysis and dynamic response of FGM sandwich cylindrical panels in thermal environments using nonlocal strain gradient theory
• Thermally induced large deflection of FGM shallow micro-arches with integrated surface piezoelectric layers based on modified couple stress theory
• Nonlinear analysis and buckling of elastically supported circular shallow arches
• The elastic stability of curved bea ms
• On the stability of a shallow circular arch
• In-plane vibration of slightly curved laminated composite beams

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