Geometrical nonlinear analysis of thin-walled composite beams using finite element method based on first-order shear deformation theory

DOI10.1007/s00419-010-0407-xzbMath1271.74273OpenAlexW2028387596MaRDI QIDQ363425

Thuc Phuong Vo, Jaehong Lee

Publication date: 2 September 2013

Published in: Archive of Applied Mechanics (Search for Journal in Brave)

Full work available at URL: http://nrl.northumbria.ac.uk/id/eprint/14092/1/AAM-09-0209.PDF

zbMATH Keywords

shear deformationnonlinear theoryaxial-flexural-torsional responsethin-walled composite beams

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Composite and mixture properties (74E30)

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Uses Software

• ABAQUS

Cites Work

• Shear deformation effect in non-linear analysis of composite beams of variable cross section
• A Vlasov theory for fiber-reinforced beams with thin-walled open cross sections
• Flexural-torsional buckling loads for spatially coupled stability analysis of thin-walled composite columns
• A geometrically nonlinear theory for laminated anisotropic thin-walled beams
• Thin-walled composite beams. Theory and application
• STABILITY AND VIBRATION ANALYSIS OF NON-PRISMATIC THIN-WALLED COMPOSITE SPATIAL MEMBERS OF GENERIC SECTION
• An Introduction to Nonlinear Finite Element Analysis
• A finite element model for composite beams undergoing large deflection with arbitrary cross‐sectional warping
• Unnamed Item

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