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RESEARCH PAPERS

Eigenvalues and Stable Time Steps for the Uniform Strain Hexahedron and Quadrilateral

[+] Author and Article Information
D. P. Flanagan

Sandia Laboratories, Albuquerque, N. Mex.

T. Belytschko

Department of Civil Engineering, Northwestern University, Evanston, Ill. 60201

J. Appl. Mech 51(1), 35-40 (Mar 01, 1984) (6 pages) doi:10.1115/1.3167594 History: Received February 01, 1983; Revised June 01, 1983; Online July 21, 2009

Abstract

Simple formulas for bounding the maximum eigenvalues or computing them exactly are obtained for the uniform strain eight-node hexahedron and the four-node quadrilateral. The development is based on a novel technique that reduces the size of the eigenproblem to where it can be managed analytically. These formulas are useful for explicit time integration applications since they provide conserative estimates of stable time steps. The eigenvalue analysis is limited to linear, isotropic materials but the results are also useful in nonlinear problems since the linerized material properties may be used.

Copyright © 1984 by ASME
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