Implicit boundary method for finite element analysis using non‐conforming mesh or grid |
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Authors: | Ashok V. Kumar Sanjeev Padmanabhan Ravi Burla |
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Affiliation: | 1. Department of Mechanical and Aerospace Engineering, University of Florida, Gainesville, FL 32611, U.S.A.;2. Associate Professor.;3. Graduate Student. |
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Abstract: | In the finite element method (FEM), a mesh is used for representing the geometry of the analysis and for representing the test and trial functions by piece‐wise interpolation. Recently, analysis techniques that use structured grids have been developed to avoid the need for a conforming mesh. The boundaries of the analysis domain are represented using implicit equations while a structured grid is used to interpolate functions. Such a method for analysis using structured grids is presented here in which the analysis domain is constructed by Boolean combination of step functions. Implicit equations of the boundary are used in the construction of trial and test functions such that essential boundary conditions are guaranteed to be satisfied. Furthermore, these functions are constructed such that internal elements, through which no boundary passes, have the same stiffness matrix. This approach has been applied to solve linear elastostatic problems and the results are compared with analytical and finite element analysis solutions to show that the method gives solutions that are similar to the FEM in quality but is less computationally expensive for dense mesh/grid and avoids the need for a conforming mesh. Copyright © 2007 John Wiley & Sons, Ltd. |
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Keywords: | non‐conforming mesh structured grid level set method implicit boundary method extended FEM (X‐FEM) |
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