Page 63 - Fundamentals of The Finite Element Method for Heat and Fluid Flow
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THE FINITE ELEMENT METHOD
                        method of establishing the shape functions exists, which is based on local coordinates. The
                        rationale behind this is given by Silvester (Silvester 1969) and can also be used to find the
                        shape functions for a cubic triangular element.                        55
                           Silvester introduced a triple-index numbering scheme αβγ , which satisfies the following
                        expression,
                                                      α + β + γ = n                         (3.67)
                        where n is the order of the interpolation polynomial used. We can write N αβγ to denote
                        the interpolation function for a node as a function of the area coordinates L i ,L j and L k ,
                        namely,
                                           N αβγ (L i ,L j ,L k ) = N α (L i )N β (L j )N γ (L k )  (3.68)

                        where
                                                         nL i − i + 1
                                          N α (L i ) =   α i=1        if  α ≥ 1             (3.69)
                                                             i

                                                  N α (L i ) = 1  if  α = 0                 (3.70)
                           Similarly, we can write relations for N β and N γ in terms of L j and L k respectively.
                           For a quadratic triangular element, as shown in Figure 3.11, the shape functions are
                        designated as
                        Corner nodes: N 1 = N 200 ; N 3 = N 020 ; N 5 = N 002
                        Mid-side nodes: N 2 = N 110 ; N 4 = N 011 ; N 6 = N 101
                           Let us calculate typical terms, for example, N 200 and N 110 .

                                                N 200 = N 2 (L i )N 0 (L j )N 0 (L k )      (3.71)
                           In the above equation, α = 2,β = 0and γ = 0 and therefore, from equation 3.69 we
                        have

                                            nL i − i + 1   2L i − 1 + 1  2L i − 2 + 1
                                        2
                         N α = N 2 (L i ) =             =                           = L i (2L i − 1)
                                        i=1
                                                 i              1            2
                                                                                            (3.72)
                                                  y
                                                         5 N 002
                                                                     a = 0
                                               b = 0
                                                    N 101
                                                     6          4 N 011


                                                                     3
                                                             2
                                                      1
                                                     N 200   N 110    N 020
                                                                         x
                                                           g = 0
                              Figure 3.11  Shape function designations of a quadratic triangular element
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