Abstract
Legendre spectral finite elements (LSFEs) are examined in their application to Reissner-Mindlin composite plates for static and dynamic deformation on unstructured grids. LSFEs are high-order Lagrangian-interpolant finite elements whose nodes are located at the Gauss-Lobatto-Legendre quadrature points. Nodal quadrature is employed for mass-matrix calculations, which yields diagonal mass matrices. Full quadrature or mixed-reduced quadrature is used for stiffness-matrix calculations. Solution accuracy is examined in terms of model size, computation time, and memory storage for LSFEs and for quadratic serendipity elements calculated in a commercial finite-element code. Linear systems for both model types were solved with the same sparse-system direct solver. At their best, LSFEs provide many orders of magnitude more accuracy than the quadratic elements for a fixed measure (e.g., computation time). At their worst, LSFEs provide the same accuracy as the quadratic elements for a given measure. The LSFEs were insensitive to shear locking and were shown to be more robust in the thin-plate limit than their low-order counterparts.
Original language | American English |
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Pages (from-to) | 33-43 |
Number of pages | 11 |
Journal | Finite Elements in Analysis and Design |
Volume | 105 |
DOIs | |
State | Published - 2015 |
Bibliographical note
Publisher Copyright:© 2015 Elsevier B.V.All rights reserved.
NREL Publication Number
- NREL/JA-2C00-64523
Keywords
- Composite
- Finite element
- High order
- Numerical methods
- Reissner-Mindlin