Modelling Infinite Length Panels Using the Finite Element Method

DOI10.1142/S0219455417500389zbMath1359.74403OpenAlexW2460410646MaRDI QIDQ2972539

Patrick Fenner, Andrew J. Watson, Carol A. Featherston

Publication date: 7 April 2017

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1142/s0219455417500389

zbMATH Keywords

FSMfinite element methodFEMpostbucklingfinite stripinfinite lengthpanel buckling

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60)

Uses Software

• ABAQUS
• ABAQUS/Standard
• VICONOPT

Cites Work

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• Buckling and vibration of finite-length composite prismatic plate structures with diaphragm ends. II: Computer programs and buckling applications
• Incorporation of Lagrangian multipliers into an algorithm for finding exact natural frequencies or critical buckling loads
• Buckling and vibration of any prismatic assembly of shear and compression loaded anisotropic plates with an arbitrary supporting structure
• Bifurcations of a thin plate-strip excited transversally and axially
• General sinusoidal stiffness matrices for buckling and vibration analyse of thin flat-walled structures