Analytical solution for a finite Euler-Bernoulli beam with single discontinuity in section under arbitrary dynamic loads

DOI10.1016/J.APM.2018.03.046zbMath1480.74196OpenAlexW2798219321WikidataQ130039667 ScholiaQ130039667MaRDI QIDQ2295958

Yong Yuan, Yusheng Yang, Haitao Yu

Publication date: 17 February 2020

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

Full work available at URL: https://doi.org/10.1016/j.apm.2018.03.046

zbMATH Keywords

analytical solutiondynamic responsefinite beamfree vibrationmodal superposition

Mathematics Subject Classification ID

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

Related Items (6)

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Uses Software

• ABAQUS

Cites Work

• Dynamic response of a circular pipeline in a poroelastic medium
• Dynamic finite element analysis of a nonlinear beam subjected to a moving load
• Closed-form solution considering the tangential effect under harmonic line load for an infinite Euler-Bernoulli beam on elastic foundation
• An explicit representation of steady state response of a beam on an elastic foundation to moving harmonic line loads

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