Vibration of an Euler--Bernoulli beam on elastic end supports and with up to three step changes in cross-section.
From MaRDI portal
Publication:1415607
DOI10.1016/S0020-7403(02)00190-XzbMath1113.74351OpenAlexW2037378747MaRDI QIDQ1415607
Publication date: 9 December 2003
Published in: International Journal of Mechanical Sciences (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/s0020-7403(02)00190-x
Related Items (13)
Free vibration analysis of multiple-stepped beams by the differential quadrature element method ⋮ Comparisons of matched interface and boundary (MIB) method and its interpolation formulation for free vibration analysis of stepped beams and plates ⋮ Free vibration analysis of stepped beams by using Adomian decomposition method ⋮ A solution method for Euler-Bernoulli vibrating discontinuous beams ⋮ Ritz analysis of discontinuous beams using local trigonometric functions ⋮ Static, vibration, and transient dynamic analyses by beam element with adaptive displacement interpolation functions ⋮ Free vibration analysis of multiple-stepped beams by using Adomian decomposition method ⋮ Discrete singular convolution element method for static, buckling and free vibration analysis of beam structures ⋮ Modal formulation of segmented Euler-Bernoulli beams ⋮ A simple mathematical model for free vibration analysis of combined system consisting of framed tube, shear core, belt truss and outrigger system with geometrical discontinuities ⋮ The use of He's variational iteration method for obtaining the free vibration of an Euler-Bernoulli beam ⋮ Free vibration analysis of multiple-stepped beams by the discrete singular convolution ⋮ Three-to-one internal resonance in multiple stepped beam systems
This page was built for publication: Vibration of an Euler--Bernoulli beam on elastic end supports and with up to three step changes in cross-section.