Bending analysis of elastically connected Euler-Bernoulli double-beam system using the direct boundary element method

DOI10.1016/j.apm.2019.04.049zbMath1481.74427OpenAlexW2944342308WikidataQ127902207 ScholiaQ127902207MaRDI QIDQ1985038

W. K. F. Brito, C. D. C. D. Maia, A. V. Mendonça

Publication date: 7 April 2020

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

Full work available at URL: https://doi.org/10.1016/j.apm.2019.04.049

zbMATH Keywords

fundamental solutionsintegral equationsBEMconnected beam system

Mathematics Subject Classification ID

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

Related Items

Numerical analysis of fractional partial differential equations applied to polymeric visco-elastic Euler-Bernoulli beam under quasi-static loads ⋮ Vibration analysis of partially viscoelastic connected double-beam system with variable cross section ⋮ Dynamics of fractional-order multi-beam mass system excited by base motion ⋮ Static boundary element solution of double plates

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