Civil Engineering Reference
In-Depth Information
The Mixed Method of Hellinger and Reissner
The two-field formulation with the displacements and the stresses is usually de-
noted as the Hellinger-Reissner principle , but also as the Hellinger-Prange-
Reissner principle . The basic idea is contained in Hellinger [1914]; a first proof for
the traction problem is due to Prange [1916] 18 and for mixed boundary conditions
due to Reissner [1950]; see Gurtin [1972], p. 124 and Orava and McLean [1966].
The method has many similarities to the mixed formulation of the Poisson
equation in Ch. III, §5. The variational formulation according to (3.12) is
( C 1 σ, τ) 0 (τ,
(s) u) 0 =
for all τ L 2 (),
0
g · vdx for all v H 1 (),
( 3 . 21 )
which corresponds to the standard displacement formulation. Since ν< 2 ,
(s) v) 0
(σ,
=− (f, v) 0
+
1
is
positive definite and the bilinear form ( C 1 σ, τ) 0 is L 2 -elliptic. The following
lemma shows that the inf-sup condition follows from Korn's inequality.
C
3.6 Lemma. Suppose the hypotheses for Korn's second inequality are satisfied.
Then for all v H 1 (),
(s) v) 0
τ 0
(τ,
c v 1 ,
sup
3 )
τ
L 2 (,
S
where c is the constant in (3.18).
Proof. Given v H 1 () , τ :
(s) v is a symmetric L 2 -tensor. Moreover, by
=∇
(s) v 0 c v 1 . It suffices to consider the case v = 0:
(3.18), τ 0 =∇
2
0
(s) v) 0
τ 0
(s) v
(τ,
=
(s) v 0 c v 1 ,
which establishes the inf-sup condition.
The formulation with the spaces as in (3.21) is almost equivalent to the dis-
placement formulation. Specifically, it can be understood as a displacement for-
mulation combined with a softening of the energy. It is suitable for the method of
enhanced assumed strains by Simo and Rifai [1990]; see Ch. III, §5. As in the dis-
cretization of the Poisson equation using the Raviart-Thomas element, generally
18 Prange's "Habilitationsschrift" (a thesis for an academic degree at a level above the
doctorate, which is usually a prerequisite for a professorship in Germany) was unpublished
due to the first world war. It was only edited with an introduction by K. Knothe in 1999.
 
 
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