Flexural wave propagation in infinite beams on a unilateral elastic foundation

DOI10.1007/s11071-019-04944-4zbMath1430.74088OpenAlexW2941616904MaRDI QIDQ2296428

Stefano Lenci, Francesco Clementi

Publication date: 18 February 2020

Published in: Nonlinear Dynamics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s11071-019-04944-4

zbMATH Keywords

wave propagationEuler-Bernoulli beamtensionless foundationunilateral soil

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Nonlinear waves in solid mechanics (74J30)

Related Items (1)

Investigation on characteristics of energy transfer of flexural vibration in a Y-shaped bifurcated beam imposed lumped mass

Cites Work

• Nonlinear analysis of structural elements under unilateral contact constraints by a Ritz-type approach
• Forced nonlinear oscillations of semi-infinite cables and beams resting on a unilateral elastic substrate
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• Wave propagation in periodic buckled beams. Part II: Experiments
• Effective wave propagation along a rough thin-elastic beam
• Analysis of guided waves with a nonlinear boundary condition caused by internal resonance using the method of multiple scales
• Wave propagators for the Timoshenko beam
• Vibrations of a beam on elastic foundation
• Wave Propagation in an Elastic Beam or Plate on an Elastic Foundation
• Stress waves in anelastic solids
• A Steadily Moving Load on an Elastic Beam Resting on a Tensionless Winkler Foundation
• A General Solution for the Bending of Beams on an Elastic Foundation of Arbitrary Continuity

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