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Application of finite element method to the stability of an eccentrically loaded column by slave loads including damping

Majid Arif, Arif and Pettersson, Ove LU (1990) In International Journal of Analytical and Experimental Modal Analysis 5(3). p.141-154
Abstract
The finite element method is used to analyze the stability of a cantilever

column resting on elastic foundation and subjected to an eccentric slave load

at its free end. The analysis has been conducted according to Bernoulli-Euler

and Timoshenko beam theories. Effects of the mass offset, coupling effects and

damping has been taken into account.
Please use this url to cite or link to this publication:
author
organization
publishing date
type
Contribution to journal
publication status
published
subject
in
International Journal of Analytical and Experimental Modal Analysis
volume
5
issue
3
pages
141 - 154
publisher
Society for Experimental Mechanics
external identifiers
  • Scopus:0025451441
ISSN
0886-9367
language
English
LU publication?
yes
id
90d33d78-db49-4c51-8d86-9e8152c84600 (old id 1669993)
date added to LUP
2010-09-10 14:08:51
date last changed
2016-10-13 04:30:06
@misc{90d33d78-db49-4c51-8d86-9e8152c84600,
  abstract     = {The finite element method is used to analyze the stability of a cantilever<br/><br>
column resting on elastic foundation and subjected to an eccentric slave load<br/><br>
at its free end. The analysis has been conducted according to Bernoulli-Euler<br/><br>
and Timoshenko beam theories. Effects of the mass offset, coupling effects and<br/><br>
damping has been taken into account.},
  author       = {Majid Arif, Arif and Pettersson, Ove},
  issn         = {0886-9367},
  language     = {eng},
  number       = {3},
  pages        = {141--154},
  publisher    = {ARRAY(0x8fdf448)},
  series       = {International Journal of Analytical and Experimental Modal Analysis},
  title        = {Application of finite element method to the stability of an eccentrically loaded column by slave loads including damping},
  volume       = {5},
  year         = {1990},
}