Lateral stability of cantilever beams subjected to concentrated or uniformly distributed loads

Venugopal, N. ; Venkateswara Rao, G. ; Shastry, B. P. (1988) Lateral stability of cantilever beams subjected to concentrated or uniformly distributed loads Computers & Structures, 29 (2). pp. 351-352. ISSN 0045-7949

Full text not available from this repository.

Official URL: http://www.sciencedirect.com/science/article/pii/0...

Related URL: http://dx.doi.org/10.1016/0045-7949(88)90270-2

Abstract

The lateral stability of a cantilever beam subjected to an arbitrarily located concentrated load or uniformly distributed load is investigated in this note using the finite element method. A triangular, nonconforming plate bending element is used to idealize the beam. Results obtained for the special cases in the present analysis agree well with standard results.

Item Type:Article
Source:Copyright of this article belongs to Elsevier Science.
ID Code:54506
Deposited On:11 Aug 2011 14:35
Last Modified:11 Aug 2011 14:35

Repository Staff Only: item control page