An efficient iterative method for computing deflections of Bernoulli-Euler-von Karman beams on a nonlinear elastic foundation
DOI10.1016/j.amc.2018.03.038zbMath1427.74079OpenAlexW2801549884WikidataQ129899262 ScholiaQ129899262MaRDI QIDQ2335533
Publication date: 14 November 2019
Published in: Applied Mathematics and Computation (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.amc.2018.03.038
discretizationGreen's functionquasilinearizationinfinite beamnonlinear foundationvariable cross-Section
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear boundary value problems for ordinary differential equations (34B15) Theoretical approximation of solutions to ordinary differential equations (34A45) Nonlinear elasticity (74B20) Numerical solution of boundary value problems involving ordinary differential equations (65L10)
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