Non-conservative problems of Leipholz's composite beams considering shear deformation and rotary inertia effects

DOI10.1007/s11012-015-0169-1zbMath1321.74036OpenAlexW1964973083MaRDI QIDQ497610

Nam-Il Kim, Jaehong Lee

Publication date: 24 September 2015

Published in: Meccanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s11012-015-0169-1

zbMATH Keywords

shear deformationfinite element methodcomposite beamnon-conservative problem

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Random materials and composite materials (74A40)

Uses Software

• ANSYS
• IMSL Numerical Libraries

Cites Work

• Interaction curves for vibration and buckling of thin-walled composite box beams under axial loads and end moments
• A Vlasov theory for fiber-reinforced beams with thin-walled open cross sections
• Die Knicklast des einseitig eingespannten Stabes mit gleichmäßig verteilter, tangentialer Längsbelastung
• STABILITY OF DAMPED COLUMNS ON A WINKLER FOUNDATION UNDER SUB-TANGENTIAL FOLLOWER FORCES
• Recent advances in analysis of laminated beams and plates. Part I - Sheareffects and buckling.
• Dynamics of cylindrical structures subjected to axial flow
• Flexural-torsional buckling of open-section composite columns with shear deformation
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