PSI - Issue 8
N. Di Domenico et al. / Procedia Structural Integrity 8 (2018) 422–432
426
N. Di Domenico et al. / Structural Integrity Procedia 00 (2017) 000–000
5
Table 1: Common RBF with global and local support.
Compactly supported RBF
Abbreviation
φ ( ζ )
Wendland C 0 Wendland C 2 Wendland C 4
(1 − ζ ) 2
C 0 C 2 C4
(1 − ζ ) 4 (4 ζ + 1) 2 + 6 ζ + 1) 3 ζ
(1 − ζ ) 6 ( 35
Globally supported RBF
Abbreviation
φ ( ζ )
r n , n odd r n log ( r ), n even
Polyharmonic spline
PHS
r 2 log ( r ) a 2 + ( r ) 2 1 √ a 2 + ( r ) 2 1 + ( r ) 2
Thin plate spline
TPS
Multiquadric biharmonics
MQB IMQB
Inverse multiquadric biharmonics
Quadric biharmonics
QB
1 1 + ( r ) 2 e − r 2
Inverse quadric biharmonics
IQB
Gaussian biharmonics
GS
An interpolation exists if coe ffi cients and weights of the polynomial that allow to guarantee the exact value at source points during interpolation can be found. In this case the polynomial contribution should be zero. It is then:
N i = 1
s ( x k i ) = g i , 1 ≤ i ≤ N
γ i p ( x k i ) = 0
(9)
and
for all the polynomials p of degree less or equal to polynomial h. A single interpolant exists if the basis is conditionally positive definite (Micchelli (1986)). If the degree is m ≤ 2 (Beckert and Wendland (2001)) a linear polynomial can be used:
h ( x ) = β 1 + β 2 x 1 + β 3 x 2 + ... + β n + 1 x n
(10)
The system built to calculate coe ffi cients and weights can be easily written in matrix form for an easy implementation:
M P
P T 0
γ β
=
g 0
(11)
Where g is is the vector of known terms for each source point and M is the interpolation matrix with the radial distances between source points:
M i j = φ ( x k i − x k j ) , 1 ≤ i ≤ N , 1 ≤ j ≤ N
(12)
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