Next: Proof of Proposition 2.2
Up: Free Energies for Structured
Previous: Limiting behavior of the
We begin by listing the points of
in increasing order
and we consider for each positive integer m as above and
the pair
and the triple
It is easy to see that
,
that
and
).
\end{displaymath}](img162.gif) |
(5) |
Therefore, to find the behavior of the left hand side of (2.5) as
,
it suffices to determine the behavior of
as
for each
.
Thus, without loss
of generality, we may now replace
by
Proposition 2.1
Let

be given and let

be a sequence of simple deformations such that

and, for all positive integers
m and

,
there holds
[
fm](
z)>0. It follows that
)\geq
L\int\limits_0^1(\nabla g(x)-G(x))dx
\end{displaymath}](img166.gif) |
(6) |
with
L the non-negative number defined in (
2.2).
Proof. Because
,
the function g is
continuous, so that [g](z)=0 for all
.
By the Trace Theorem
and the continuity of g, we may conclude that
.
The definition
of ``lim inf'' and the assumed positivity of [fm(z)] tell us that, for
each
,
we may choose a positive integer
such that
for all
and
.
Multiplying both members
of this inequality by [fm](z) and summing over
we
find
and this yields the desired conclusion.
The next result gives us full information about the limiting behavior of the
interfacial energy not associated with the jumps of g.
Proposition 2.2
For every

,
)\right) =L\int\limits_0^1(\nabla g(x)-G(x))dx
\end{displaymath}](img175.gif) |
(7) |
with
L the non-negative number defined in (
2.2) and with the
infimum taken over the sequences of simple deformations satisfying (i)

and (ii)
[
fm](
z)>0 for all positive
integers
m and for all

Before we prove this proposition, we discuss the important and immediate
conclusion that we may draw from it and the results in Subsections 2.2 and
2.3:
with again L the non-negative number defined in (2.2) and with
the infimum taken over the sequences of simple deformations satisfying (i)
and (ii)
[fm](z)>0 for all positive
integers m and for all
This result captures the
flavor of the conclusions obtained by Choksi & Fonseca [2]: (1) it
involves the double limit operation ``
'' to yield a
quantity depending only upon (g,G) and not on a particular choice of
sequence satisfying (i) and (ii); (2) the bulk term
on the right-hand side of (2.8) contains two terms in the integrand: one comes from the bulk
energy density W and the other comes from the interfacial energy density <tex2htmlcommentmark>
h for simple deformations. Thus, the diffusion of disarrangements
occurring as m tends to infinity causes the interfacial energy for simple
deformations to contribute to the limiting bulk energy, while the persistent
disarrangements associated with
cause the initial interfacial
energy for simple deformations to contribute to the limiting interfacial
energy. If we followed Choksi & Fonseca one step further, we would define
Instead, we give at the end of this lecture an alternative method for
calculating an energy for structured deformation that leads to terms in the
integral that can depend non-linearly on
,
the deformation
due to microdisarrangements.
Next: Proof of Proposition 2.2
Up: Free Energies for Structured
Previous: Limiting behavior of the
Nancy J Watson
1999-09-30