Abstract
The von-Kármán non-linear, dynamic, partial differential system over rectangular domains is solved by the Chebyshev-collocation method in space and the implicit Newmark-β time marching scheme in time. In the Newmark-β scheme, a non-linear fixed point iteration algorithm is employed.We monitor both temporal and spatial discretization errors based on derived analytical solutions, demonstrating highly accurate approximations. We also quantify the influence of a common modeling assumption which neglects the in-plane inertia terms in the full von-Kármán system, demonstrating that it is justified. A comparison of our steady-state von-Kármán solutions to previous results in the literature and to a three-dimensional high-order finite element analysis is performed, showing an excellent agreement. Other modeling assumptions such as neglecting in-plane quadratic terms in the strain expressions are also addressed.
Original language | English |
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Pages (from-to) | 575-599 |
Number of pages | 25 |
Journal | Computer Methods in Applied Mechanics and Engineering |
Volume | 193 |
Issue number | 6-8 |
DOIs | |
State | Published - 13 Feb 2004 |
Externally published | Yes |
Keywords
- Modeling errors
- Pseudo-spectral methods
- von-Kármán plate model
ASJC Scopus subject areas
- Computational Mechanics
- Mechanics of Materials
- Mechanical Engineering
- General Physics and Astronomy
- Computer Science Applications