Analytical solution considering the tangential effect for an infinite beam on a viscoelastic Pasternak foundation

DOI10.1016/j.apm.2020.03.031zbMath1481.74457OpenAlexW3023032137MaRDI QIDQ2049722

Yang Shi, Hongjun He, Qing-Nian Yang, Yu Miao

Publication date: 27 August 2021

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

Full work available at URL: https://doi.org/10.1016/j.apm.2020.03.031

zbMATH Keywords

beamFourier transformhorizontal tangential effecttravelling loadviscoelastic Pasternak foundation

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Linear constitutive equations for materials with memory (74D05)

Uses Software

• Maple

Cites Work

• Unnamed Item
• Dynamic finite element analysis of a nonlinear beam subjected to a moving load
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• A BEM solution to transverse shear loading of beams
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• FINITE ELEMENT MODELLING OF INFINITE EULER BEAMS ON KELVIN FOUNDATIONS EXPOSED TO MOVING LOADS IN CONVECTED CO-ORDINATES
• Nonlinear quasi‐static finite element formulations for viscoelastic Euler–Bernoulli and Timoshenko beams
• DYNAMIC ANALYSIS OF BEAMS ON AN ELASTIC FOUNDATION SUBJECTED TO MOVING LOADS
• Vibrations of a beam on elastic foundation
• Vibrations of a beam on elastic foundation II
• Steady-State Vibrations of a Beam on a Pasternak Foundation for Moving Loads
• A beam resting on a tensionless Winkler foundation
• An explicit representation of steady state response of a beam on an elastic foundation to moving harmonic line loads

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