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reelep-ud-040321a.dvi
NI Ue 2 I−1/(4 R̄). (3.5)
The latter equation can be rewritten as Hh 33 = (B3 0 + B3 ξ ξ + B3 η η + B3 ξη ξ η)U e with the
matrices B3 0, B3 ξ, B3 η and B3 ξη being defined as
B3 0 = {1, 0, 1, 0, 1, 0 [...] 0 A? PS j0 L′
hg Mhg J0 2 t dξ
K hg uu 33 =
4
3 BT
3 ξA ? 33 B3 ξ J0 t +
4
3 BT
3 ηA ? 33 B3 η J0 t +
4
9 BT
3 ξηA ? 33 B3 ξη J0 t (5.9)
Using Equation 5.3, the second line of Equation 5.6 reduces to (Khg [...] where Hij (i, j = 1, 2, 3) are the coefficients of H = ∑3
i=1
∑3 j=1 Hij ei ⊗ ej with ei (i = 1, 2, 3)
denoting a cartesian basis. In order to distinguish between the plane strain and the axisymme- tric …
