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A comparison of FEM, EFG, and NEM follows:
- The interpolant in both FEM and NEM possess similar
      properties (see Section 3), and the interpolants
      are exactly the same in 1D. The EFG trial function
      does possess linear consistency but is not an
      interpolant; hence, Lagrange multipliers or a coupling
      with FE is required to satisfy the essential boundary
      conditions.
- A ``similar'' (in principle) mesh structure (triangulation)
      is used in both FE and NEM, while the approximant in
      EFG (a ``meshless method'') is constructed solely on the
      basis of a set of nodes and a weight function with compact
      support.
- In all three methods, the interpolant/approximant has a 
      local character because of the compact support of the
      shape functions 
 . .
- In FE, the functional that is integrated over the domain
       in the weak form is constructed using a polynomial
      trial function and hence we can obtain an accurate
      estimate of the integral using Gauss-Legendre quadrature 
      (within machine precision and round-off errors). As opposed
      to FE, in both NEM and EFG (moreso probably in EFG), the 
      shape functions are not polynomials in general. Hence 
      numerical integration is
      an issue and the question of optimum/accurate quadrature
      arises, which is still an open issue. In [10],
      three-point Gauss-Legendre quadrature was found to be
      sufficient to obtain accurate results. in the weak form is constructed using a polynomial
      trial function and hence we can obtain an accurate
      estimate of the integral using Gauss-Legendre quadrature 
      (within machine precision and round-off errors). As opposed
      to FE, in both NEM and EFG (moreso probably in EFG), the 
      shape functions are not polynomials in general. Hence 
      numerical integration is
      an issue and the question of optimum/accurate quadrature
      arises, which is still an open issue. In [10],
      three-point Gauss-Legendre quadrature was found to be
      sufficient to obtain accurate results.
- In the discrete system 
 , the stiffness
      matrix , the stiffness
      matrix is banded in FEM, while in both EFG and NEM, is banded in FEM, while in both EFG and NEM, is not banded in general. is not banded in general.
- The computational cost (apart from numerical issues) is
      an important factor in the feasibility and usability of a
      numerical method. Finite elements, apart from their nice 
      local (polynomial) properties, are a computationally 
      attractive choice because of the very fast execution
      times that are attainable. The key time-consuming steps
      in the NEM are:
      
- Dirichlet tessellation (Voronoi diagram) of the
      nodes -- for some typical algorithms, see
      [17,18,19].
      In 2D, Fortune's `sweepline' algorithm
      [18] is considered to be one of the fastest,
      while in higher dimensions, the Qhull package 
      [20] based on the `quickhull' algorithm
      [19] appears to be the unanimous choice.
      Both the above are 
 algorithms. algorithms.
- Search for natural neighbors for a sampling point
      
 . The walking-triangle algorithm due to
      Lawson [21], which is a . The walking-triangle algorithm due to
      Lawson [21], which is a algorithm, is a suitable choice. algorithm, is a suitable choice.
 [10] used the Qhull package [20]
      for the Dirichlet tessellation and Lawson's algorithm
      [21] for the neighbor-search. They
      have reported [10] execution times for NEM that
      are about a factor of two slower than quadratic finite elements.
 
 
 
 
 
   
 Next: Applications in Computational Mechanics
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N. Sukumar