Civil Engineering Reference
In-Depth Information
This proves (3.45) with
C(h)
=
ch
, and it follows from the preceding investiga-
tions that the
P
1
element locks.
On the other hand, it is clear that the construction (3.53) of pairs
(θ, w)
with
B(θ, w)
0 can be approximated by piecewise polynomials of degree 2, and then
the locking is avoided.
=
We consider now the remedies for the low degree elements discussed in
Remark 3.12 and start with a mixed method with a penalty term. The weak solution
(θ, w)
of the variational problem with the internal stored energy (3.51) and a load
(f, w)
:
=
0
fwdx
is given by
(θ
,ψ
)
+
t
−
2
(w
−
θ,v
−
ψ)
=
(f, v)
for
ψ, v
∈
H
0
.
(
3
.
56
)
=
t
−
2
(w
−
θ)
∈
L
2
leads to the saddle
The introduction of the shear term
γ
:
point formulation
(θ
,ψ
)
+
(v
−
ψ, γ )
=
(f,v)
ψ,v
∈
H
0
,
(
3
.
57
)
(w
−
θ,η)
−
t
2
(γ, η)
=
0
η
∈
L
2
.
{
(ψ, v)
∈
(H
0
)
2
;
v
−
ψ
=
The ellipticity on the kernel
0
}
is obtained by applying
Friedrichs' inequality
1
2
|
ψ
|
1
2
|
ψ
|
1
2
|
ψ
|
c
2
ψ
1
2
|
ψ
|
c
ψ
2
v
2
0
2
1
2
1
2
1
2
0
2
1
2
=
+
≥
+
=
+
0
.(
3
.
58
)
Given
η
∈
L
2
, we define
ρ(x)
:
=
x(b
−
x)
, and an appropriate pair
(ψ, v)
for
verifying the inf-sup condition is given by
0
η(ξ)dξ
0
ρ(ξ)dξ
A
:
=
,
(
3
.
59
)
x
η(ξ)dξ
−
A
x
0
v(x)
:
=
ρ(ξ)dξ ,
ψ(x)
:
=−
Aρ(x).
0
By Theorem III.4.11 the saddle point problem is stable.
We consider the discretization of (3.57). The finite element spaces for
θ
and
w
are the same as above. Specifically, let
θ
h
,w
h
∈
M
1
0
,
0
, i.e., they are piecewise
linear functions on a partition of the interval [0
,b
]. Now the shear terms are chosen
as piecewise constant functions, i.e.,
γ
h
∈
M
0
, and the finite element equations
are
(θ
h
,ψ
)
+
(v
−
ψ, γ
h
)
=
(f,v)
1
ψ,v
∈
M
0
,
0
,
(
3
.
60
)
(w
−
θ
h
,η)
−
t
2
(γ
h
,η)
=
0
.
η
∈
M
0
The inf-sup condition can obviously be established in the same way as for (3.57),
and the ellipticity can be verified also with minor changes since
w
is piecewise
constant. The mixed method is stable. Thus locking is now eliminated.
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