A novel stiffness/flexibility-based method for Euler-Bernoulli/Timoshenko beams with multiple discontinuities and singularities

DOI10.1016/j.apm.2016.03.029zbMath1471.74043OpenAlexW2323893322MaRDI QIDQ2293418

R. Khajavi

Publication date: 5 February 2020

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

Full work available at URL: https://doi.org/10.1016/j.apm.2016.03.029

zbMATH Keywords

Timoshenko beamflexibilitydiscontinuitystiffnessEuler-Bernoulli beam

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10)

Related Items (2)

Dynamics of nonlinear transversely vibrating beams: parametric and closed-form solutions ⋮ Nonlinear transversely vibrating beams by the improved energy balance method and the global residue harmonic balance method

Cites Work

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