Legendre spectral finite elements for structural dynamics analysis
β Scribed by Sprague, M. A. ;Geers, T. L.
- Publisher
- John Wiley and Sons
- Year
- 2007
- Tongue
- English
- Weight
- 189 KB
- Volume
- 24
- Category
- Article
- ISSN
- 1069-8299
- DOI
- 10.1002/cnm.1086
No coin nor oath required. For personal study only.
β¦ Synopsis
Abstract
Spectral, hierarchical, and hβtype finite elements (FEs) are compared in the context of their application to structural dynamics analysis. The Timoshenko beam, which is the 1βD analog of Mindlinβtype shell elements, is used for comparison in eigenvalue and transientβresponse analyses. A detailed formulation of each method is presented to illustrate clearly their fundamental differences. The principal advantages of spectral FEs over lowβorder hβtype elements are (a) far superior accuracy for a fixed number of model degrees of freedom (DOF) and (b) much higher computational efficiency at a fixed accuracy level. The principal advantages over hierarchical pβtype elements are (a) a mass matrix that is inherently diagonal as opposed to full, (b) DOF that pertain directly to nodal displacements and rotations, and (c) more efficient tensorβproduct factorization. Copyright Β© 2007 John Wiley & Sons, Ltd.
π SIMILAR VOLUMES
Based on energy functional and with the inclusion of high-order incompatible dynamic displacement modes, a formulation for 3-D "nite dynamic element method (DEM) is developed and a new 8-node solid element is derived in this paper. Numerical results exhibit that the present method provides the most
This paper studies a time-discontinuous Galerkin finite element method for structural dynamic problems, by which both displacements and velocities are approximated as piecewise linear functions in the time domain and may be discontinuous at the discrete time levels. A new iterative solution algorith