Second-order approximation solution of nonlinear large deflection problems of Yongjiang railway bridge in Ningbo

DOI10.1007/BF02437768zbMath1015.74502OpenAlexW2163066946MaRDI QIDQ1864020

Wei-zang Chien

Publication date: 18 June 2003

Published in: Applied Mathematics and Mechanics. (English Edition) (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf02437768

zbMATH Keywords

cantilever beamlarge deflectionelastic modulusrailway bridge

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)

Related Items (3)

Inverse problem of elastica of a variable-arc-length beam subjected to a concentrated load ⋮ Application of biparametric perturbation method to functionally graded thin plates with different moduli in tension and compression ⋮ Biparametric perturbation solutions of large deflection problem of cantilever beams

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