Abstract
In this paper a new method untitled “orthogonal meshless finite volume method” (OMFVM) is developed for solving elastostatic problems in Euler–Bernoulli beam and thin plate. In this method, the weak formulation of a conservation law is discretized by restricting it to a discrete set of test functions. In contrast to the usual finite volume approach, the test functions are not taken as characteristic functions of the control volumes in a spatial grid, but are chosen from a Heaviside step function. The present approach eliminates the expensive process of directly differentiating the OMLS interpolations in the entire domain. This method was evaluated by applying the formulation to a variety of patch test and thin beam problems. The formulation successfully reproduced exact solutions. Numerical examples demonstrate the advantages of the present methods: (i) lower-order polynomial basis can be used in the OMLS interpolations; (ii) smaller support sizes can be used in the OMFVM approach; and (iii) higher accuracies and computational efficiencies are obtained.
Original language | English |
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Pages (from-to) | 923-932 |
Number of pages | 10 |
Journal | Thin-Walled Structures |
Volume | 49 |
Issue number | 7 |
Early online date | 23 Mar 2011 |
DOIs | |
Publication status | Published - Jul 2011 |
Externally published | Yes |
Keywords
- Finite volume method
- Orthogonal moving least-square
- Euler–Bernoulli beam
- Thin plate