Theoretical and experimental study of coupled vibrations of channel beams

Studies of the free vibrational behavior of channel beams, which are partly constrained along one end or one flange, are of prime importance for structural engineers. In this paper, studies of thin-walled channel beams with different cross-sectional areas and lengths were conducted using theoretical...

Full description

Saved in:

Bibliographic Details
Published in:	Journal of sound and vibration Vol. 183; no. 2; pp. 239 - 252
Main Authors:	Klausbruckner, M.J., Pryputniewicz, R.J.
Format:	Journal Article
Language:	English
Published:	London Elsevier Ltd 01-06-1995 Elsevier
Subjects:	Exact sciences and technology Fundamental areas of phenomenology (including applications) Physics Solid mechanics Structural and continuum mechanics Vibration, mechanical wave, dynamic stability (aeroelasticity, vibration control...) Vibrations and mechanical waves Finite element method Laser interferometer Vibration Numerical method Eigenfrequency Experimental study Thin wall Beam(mechanics)
Online Access:	Get full text
Tags:	Add Tag No Tags, Be the first to tag this record!

Description
Summary:	Studies of the free vibrational behavior of channel beams, which are partly constrained along one end or one flange, are of prime importance for structural engineers. In this paper, studies of thin-walled channel beams with different cross-sectional areas and lengths were conducted using theoretical and experimental approaches. The theoretical approach was based on analytical and finite element methods. The experimental approach utilized the methods of laser hologram interferometry. In the studies reported herein, emphasis was placed on dependence of the natural frequencies and the mode shapes on the cross-sectional area, and on determination of the prediction capability of the Timoshenko model considered in the analytical analysis. The results show that lower modes of slender channel beams are characterized by global beam motions and a non-deforming cross-section. More pronounced C-shapes are increasingly influenced by plate deformations in the web and flanges. The Timoshenko theory compares well with experimental data on natural frequencies, but only for slender beams. The results of the finite element analysis generally compare well with experimental data.
Bibliography:	ObjectType-Article-2 SourceType-Scholarly Journals-1 ObjectType-Feature-1 content type line 23
ISSN:	0022-460X 1095-8568
DOI:	10.1006/jsvi.1995.0252