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 1225-4568Full 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|
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