Fast processing of bending deflection for Euler-Bernoulli beam under different boundary constraints based on a semi-analytical null space method

DOI10.1007/S44198-023-00155-ZzbMath1529.74041OpenAlexW4389682182MaRDI QIDQ6140493

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Publication date: 22 January 2024

Published in: Journal of Nonlinear Mathematical Physics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s44198-023-00155-z

zbMATH Keywords

Euler-Bernoulli beambending deflectionboundary constraintnull space techniquetunnel settlement

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60)

Cites Work

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• Bending of beams on three-parameter elastic foundation
• AN ANALYTIC APPROACH FOR EXACTLY DETERMINING CRITICAL LOADS OF BUCKLING OF NONUNIFORM COLUMNS
• Symplectic superposition solution of free vibration of fully clamped orthotropic rectangular thin plate on two-parameter elastic foundation

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