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Vibration and buckling of beam‐columns subjected to non‐uniform axial loads
Author(s) -
Coulter Brett A.,
Miller Robert E.
Publication year - 1986
Publication title -
international journal for numerical methods in engineering
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.421
H-Index - 168
eISSN - 1097-0207
pISSN - 0029-5981
DOI - 10.1002/nme.1620230913
Subject(s) - buckling , beam (structure) , vibration , stiffness , structural engineering , finite element method , fortran , displacement (psychology) , bending stiffness , normal mode , materials science , engineering , physics , computer science , acoustics , psychology , psychotherapist , operating system
The small‐displacement free vibration of elastic Euler‐Bernoulli beams subjected to non‐uniform axial forces and the buckling of elastic columns are both analysed by means of various types of beam finite elements. The procedure incorporates beams and columns of varying cross‐sections, such as linear tapers, inhomogeneous beams and columns, distributed axial forces, elastic end and interior restraints and point masses with linear and rotary inertias. All of these topics individually or in some combinations have been analysed by others. The purpose of this paper is to bring together under a single umbrella the various problems studied by others, and to provide the solution to one problem apparently not yet solved—the buckling and vibration of tapered columns under non‐uniform axial thrust. The mass, stiffness and geometric stiffness matrices for the standard beam element are fully written out for direct incorporation into existing finite element programs. A FORTRAN subroutine for generating these matrices, and those for various higher‐order beam elements, is also provided.