Nonlinear shell-type to beam-type fea simplifications for composite FRP poles

DOI10.1007/s00419-008-0239-0zbMath1296.74058OpenAlexW1968610783MaRDI QIDQ1044311

Ioannis G. Raftoyiannis, Dimos J. Polyzois

Publication date: 11 December 2009

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

Full work available at URL: https://doi.org/10.1007/s00419-008-0239-0

zbMATH Keywords

finite element methodfiber-reinforced compositebucklingprinciple of stationary potential energyovalization

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) Bifurcation and buckling (74G60) Shells (74K25)

Cites Work

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• Assessment of structural analysis technology for static collapse of elastic cylindrical shells
• A layerwise beam element for analysis of frames with laminated sections and flexible joints
• The effect of material and thickness variability on the buckling load of shells with random initial imperfections
• Non-linear bending of beams with uniformly distributed loads
• Collapse of Long Cylindrical Shells under Combined Bending and Pressure Loads
• Theory of Shell Structures
• On the deflection of a cantilever beam
• Large deflection of cantilever beams

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