Eight-node field-consistent hexahedron element in dynamic problems 13; 13;

Rajendran, S and Prathap, Gangan (1999) Eight-node field-consistent hexahedron element in dynamic problems 13; 13;. Structural Engineering and Mechanics, 8 (1). pp. 19-26. ISSN 1225-4568

Full text not available from this repository.


Superior performance of field consistent eight-node hexahedron element in static bending problems has already been demonstrated in literature. In this paper, its performance in free vibration is investigated. Free vibration frequencies of typical test problems have been computed using this element. The results establish its superior performance in free vibration, particularly in thin plate application and near incompressibility regimes, demonstrating that shear locking, Poisson's stiffening, and volumetric locking have been eliminated.

Item Type: Journal Article
Uncontrolled Keywords: Free vibration;Shape functions;Bending moments
Subjects: ENGINEERING > Structural Mechanics
Division/Department: Structures Division, Structures Division
Depositing User: M/S ICAST NAL
Date Deposited: 11 Aug 2008
Last Modified: 24 May 2010 09:51
URI: http://nal-ir.nal.res.in/id/eprint/2830

Actions (login required)

View Item