Stiffness matrices of thin-walled composite beam with mono-symmetric I- and channel-sections on two-parameter elastic foundation

DOI10.1007/s00419-009-0333-yzbMath1271.74263OpenAlexW2059945654MaRDI QIDQ363131

Dong Ku Shin, Nam-Il Kim

Publication date: 30 August 2013

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

Full work available at URL: https://doi.org/10.1007/s00419-009-0333-y

zbMATH Keywords

composite beamelastic foundationexact stiffness matrix

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)

Uses Software

• ABAQUS
• IMSL Numerical Libraries

Cites Work

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• A Vlasov theory for fiber-reinforced beams with thin-walled open cross sections
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• The analysis of carbon fibre composite box beams subjected to torsion with variable twist
• Deflection of nonuniform beams resting on a nonlinear elastic foundation
• Exact static deflection of a non-uniform bernoulli-euler beam with general elastic end restraints
• Analysis of a beam column on elastic foundation
• Finite-Element Model for Composite Beams with Arbitrary Cross-Sectional Warping
• Finite Element Modeling of Open-Section Composite Beams with Warping Restraint Effects
• Influence lines for bending moments in beams on elastic foundations
• Tapered thin open section beams on elastic foundation—I. Buckling analysis
• Tapered thin open section beams on elastic foundation—II. Vibration analysis

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