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Research Article Open access CC BY 4.0

Dynamic Behavior of Bernoulli-Euler Beam with Elastically Supported Boundary Conditions under Moving Distributed Masses and Resting on Constant Foundation

Adeoye Adebola Samuel, Akintomide Adeniyi

Asian Research Journal of Mathematics · pp. 1–14 · Published 28 Jun 2017

10.9734/ARJOM/2017/33156

Abstract

The dynamic behavior of uniform Bernoulli-Euler beam with elastically supported boundary conditions under moving distributed masses and resting on constant foundation is investigated in this research work. The governing equation is a fourth order partial differential equation with variable and singular co-efficients. In order to solve this equation, the method of Galerkin is used to reduce the governing differential equation to a sequence of coupled second order ordinary differential equation which is then simplified by applying the modified asymptotic method of Struble. The simplified equation is solved using the Laplace transform technique. The analysis of the closed form solution in this research work shows the conditions for resonance as well as the effects of beam parameters for moving force system only. The results in plotted graphs show that as the axial force, foundation modulus and shear modulus increase, the transverse deflection of the uniform Bernoulli-Euler beam with elastically supported boundary conditions decreases.

Bi-parametric foundation shear deformation resonance critical speed natural frequency beam modified frequency

References (8)

  1. 1 Steady-State Vibrations of Beam on Elastic Foundation for Moving Load [DOI]
  2. 2 Comparative Modeling Study of Reinforced Beam on Elastic Foundation [DOI]
  3. 3 Dynamic response of a beam on a Pasternak foundation and under a moving load
  4. 4 Dynamic response of a beam on a Pasternak foundation and under a moving load
  5. 5 Dynamic response to moving masses of rectangular plates with general boundary conditions and resting on variable winkler foundation [DOI]
  6. 6 Closed-Form Solution for Reinforced Timoshenko Beam on Elastic Foundation [DOI]
  7. 7 Influence of Rotatory Inertial Correction Factor on the Vibration of Elastically Supported Non-Uniform Rayleigh Beam on Variable Foundation [DOI]
  8. 8 DYNAMIC RESPONSE OF A BEAM WITH A MOVING MASS [DOI]

Cited by 6

Analysis of Simply Supported Orthotropic Pre-stressed Plates Under Distributed Loads Resting on Variable Pasternak Foundation

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Dynamic Response of a Non-Uniform Rayleigh Beam Under Accelerating Distributed Masses on a Bi-Parametric Elastic Foundation

A. M. Gyobe, T. O. Adeloye, A. Adeoye · African journal of mathematics and statistics studies · 2025

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