Analytical solution for the fully coupled static response of variable stiffness composite beams

DOI10.1016/j.apm.2019.12.010zbMath1481.74456OpenAlexW2995845377WikidataQ126566828 ScholiaQ126566828MaRDI QIDQ821622

Pedram Khaneh Masjedi, Paul M. Weaver

Publication date: 21 September 2021

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2019.12.010

zbMATH Keywords

analytical solutioncomposite beamstatic responsevariable stiffness

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Analytic approximation of solutions (perturbation methods, asymptotic methods, series, etc.) of equilibrium problems in solid mechanics (74G10) Composite and mixture properties (74E30)

Related Items

Static analysis of composite beams on variable stiffness elastic foundations by the homotopy analysis method ⋮ Stress analysis of generally asymmetric non-prismatic beams subject to arbitrary loads ⋮ An element-free study of variable stiffness composite plates with cutouts for enhanced buckling and post-buckling performance ⋮ Closed form solutions for an anisotropic composite beam on a two-parameter elastic foundation ⋮ Static deflection of fully coupled composite Timoshenko beams: an exact analytical solution

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