Novel Weak Form Quadrature Element Method for Free Vibration Analysis of Hybrid Nonlocal Euler-Bernoulli Beams with General Boundary Conditions
Abstract
A novel weak form quadrature element method (QEM) is presented for free vibration analysis of hybrid nonlocal Euler-Bernoulli beams with general boundary conditions. For demonstrations, the stiffness and mass matrices of a beam element with Gauss-Lobatto-Legendre (GLL) nodes are explicitly given by using the nodal quadrature method together with the differential quadrature (DQ) law. Convergence studies are performed and comparisons are made with exact solutions to show the excellent behavior of the proposed beam element. Case studies on hybrid nonlocal Euler-Bernoulli beams with different length scale parameters have been conducted. Accurate frequencies of the beams with different combinations of boundary conditions are obtained and presented.
Keywords
References
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Details
Primary Language
English
Subjects
Engineering
Journal Section
Research Article
Authors
Wang Xinwei
China
Publication Date
December 27, 2017
Submission Date
November 19, 2017
Acceptance Date
December 6, 2017
Published in Issue
Year 2017 Volume: 9 Number: 4
Cited By
A Review on the Discrete Singular Convolution Algorithm and Its Applications in Structural Mechanics and Engineering
Archives of Computational Methods in Engineering
https://doi.org/10.1007/s11831-019-09365-5