Free Energy in Viscoelasticity
Free Energy in Viscoelasticity
Ó Springer-Verlag 1997
Communicated by D. OWEN
Table of Contents
1. Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
2. Histories and segments . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
3. States and processes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
4. Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
5. Free energy . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16
6. Relaxation functions of exponential type . . . . . . . . . . . . . . . . . . . . . . . . . 22
7. Completely monotonic relaxation functions . . . . . . . . . . . . . . . . . . . . . . . 29
Acknowledgements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34
References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34
1. Introduction
in which the stress at the time t in a material element subject to the defor-
mation process E is determined by the current deformation E t and by the past
history Et of E at t:
Et s : E t ÿ s; s 2 0; 1: 1:2
Zt Z1
T t G0 E t G_ t ÿ rE r dr G_ t rE0 r dr: 1:3
0 0
0 00
This equation tells us that two histories E ; E have the same in¯uence on the
stress response if and only if their dierence H : E0 ÿ E00 satis®es the con-
dition
Z1
G_ t rH r dr O for all t 3 0: 1:4
0
The third axiom of NOLL'S new theory of simple materials [23] says that
``if two states are dierent . . . then there must be some process which pro-
duces dierent stresses with the two states as initial states''. If we accept this
axiom, and if we agree that in our case the processes are the continuations, we
may conclude that two histories whose dierence satis®es the condition (1.4)
must correspond to the same state. If we assume that the current deformation
is independent of the past history, then we are led to de®ne a state as a pair
whose entries are an equivalence class of histories and a deformation. The
deformation is the current deformation, and two histories are equivalent if
their dierence satis®es the condition (1.4).
With these de®nitions of process and state, we identify a system in the
sense of the theory of COLEMAN & OWEN [5], and we use the general results of
that theory to study some basic questions of linear viscoelasticity which have
long been debated by several authors. One such question is the character-
ization of the state space. Usually, states are identi®ed, at least implicitly,
with history-deformation pairs [3, 10, 13, 16]. There is, however, an impor-
tant exception, that of the viscoelastic materials of rate type, for which the
relaxation function is a linear combination of exponentials. For such mate-
rials, a state is usually identi®ed with a ®nite array of internal variables [2,
18]. It is not clear, however, whether this choice is a matter of convenience or
is dictated by some sort of general requirements. In the approach that we
present here, the possible de®nitions of a state are strictly limited by the
structure of the solution set of equation (1.4): Indeed, a state can be repre-
sented by a history-deformation pair if and only if the solution set reduces to
the null history alone, so that the equivalence classes which constitute the ®rst
entry of a state reduce to singletons.
For a relaxation function of exponential type, we show in Section 6 that
the ®nite dimensional characterization of a state is compatible with our
de®nition, while the characterization as a history-deformation pair is not.
This result can be easily extended to all viscoelastic materials of rate type. We
also produce an example of a class of completely monotonic relaxation
functions for which the equivalence classes are singletons, and therefore the
states are correctly described by history-deformation pairs.
Another question which we consider here is that of the topology of the
state space. When a state is de®ned as a history-deformation pair, it is natural
States and Free Energies in Linear Viscoelasticity 3
to de®ne the state space as the product of the space of histories and the space
of deformations, and to endow it with the product norm of the two spaces
[13]. The norm chosen for the space of histories is usually the fading memory
norm of COLEMAN & NOLL [4], suggested by the physical consideration that
the response of a material with memory is more in¯uenced by the deforma-
tions undergone in the recent past than by those that occurred in the far past.
In eect, as shown by the weaker fading memory assumptions made by
VOLTERRA [24], GRAFFI [17], and DAY [11], a fading memory eect is implicit
in the constitutive equation (1.1), provided that the relaxation function de-
cays to its equilibrium value suciently fast. The main reason for the success
of the approach of COLEMAN & NOLL lies in the far-reaching consequences of
the principle of the fading memory, which is an assumption of continuity of
the constitutive functionals in the topology induced by the fading memory
norm. Under this assumption, many general properties of materials with
memory have been proved, such as some restrictions and interrelations for
the constitutive functionals, and the minimality of the equilibrium free energy
in the set of all states having the same current deformation. In this paper, in
the more limited context of linear viscoelasticity, we obtain the same results
in a more direct way. We endow the space of histories with a seminorm,
which is a norm for the set of the equivalence classes determined by the
solution set of the equation (1.4). The sum of this seminorm and the norm of
the space of deformations is a norm for the state space, and we use the
topology induced by that norm.
This choice plays an important role in the de®nition of the free energy,
which is the central subject of the paper. Among the de®nitions present in the
literature, we focus our attention on the de®nition given by COLEMAN &
OWEN, who de®ne the free energy as a lower potential for the work [6, Sec. 5].
The general results of their theory are then used to prove the existence of a
maximal and of a minimal free energy, characterized as the minimum work
done to approach a state starting from the natural state, and as the maximum
work which can be recovered from a given state, respectively. In the special
case of linear viscoelasticity, we ®nd two additional properties beyond those
shared by all systems and by all free energies. Namely, we prove that every
state can be approached from every other state by a sequence of processes
with the property that the sequence of the works done in these processes is
convergent, and we prove that the minimal free energy is lower semicontin-
uous with respect to the topology that we have adopted for the state space.
The last two sections are devoted to the study of two particular classes of
viscoelastic material elements, characterized by relaxation functions of ex-
ponential type and by completely monotonic relaxation functions, respec-
tively. For the ®rst class, we generalize a result of GRAFFI & FABRIZIO [19],
which asserts that there is just one free energy, whose explicit expression was
determined by BREUER & ONAT [2]. We also show that some other functions,
which are usually considered as appropriate to describe the free energy, are
indeed not acceptable because they do not de®ne a function of state for this
speci®c class of relaxation functions.
4 G. DEL PIERO & L. DESERI
By I and O we denote the identity and the zero mapping in Sym, and by I and
O we denote the corresponding mappings in LinSym. For each pair C, D of
elements of LinSym, the notations
C > D; C 3 D; 1:7
mean that C ÿ D is positive-de®nite and positive-semide®nite, respectively.
We also denote by B A; d the open ball of radius d centered at A, and for
every function H de®ned over an interval of the real line we denote by (var H )
the variation of H in its domain of de®nition [12, Eq. 2.1].
In the constitutive equation (1.1), E is a function from the reals into Sym,
and G_ is a function from the non-negative reals into LinSym. For these
functions, we keep the regularity assumptions made in [12. Sec. 2]; namely,
for E we assume that (i) for each t 2 R, the history Et de®ned by equation
(1.2) is a function of bounded variation, and that (ii) E is continuous from the
right. For G_ we assume that (iii) G_ is Lebesgue integrable. This assumption
implies that G_ admits a primitive G, determined to within an additive con-
stant, which we ®x by setting
G 0 : G0 ; 2:1
where G0 is the tensor appearing in equation (1.1). It also implies that G is
absolutely continuous and bounded, and that the limit
States and Free Energies in Linear Viscoelasticity 5
G1 : lim G s 2:2
s!1
2.1. De®nition. A history is a function from the positive reals into Sym, of
bounded variation and continuous from the left.
It can be shown that every history H is bounded and has right and left
limits H s , H sÿ at every s > 0, with H sÿ H s by assumption (ii).
Moreover, a history has continuous extensions to zero and to in®nity:
H 0 : lim H s; H 1 : lim H s: 2:4
s!0 s!1
is a seminorm for C and a norm for the quotient space C=C0 . Let us prove
some relevant properties of this seminorm.
kK H 0 ÿ K H kC 2 kH 0 ÿ H kC : 2:10
(ii) For each e > 0 there is a positive real m such that, for all segments K of
duration greater than m,
kK H 0 ÿ K H kC < e: 2:11
(iii) If Hd is the truncation of H at d, then
lim kHd H 0 ÿ H kC 0: 2:12
d!1
and note that M < 1 because both H and H 0 are bounded. Thus, from
equation (2.14),
Z1 Z1
0
kK H ÿ K H kC 2 M sup _
kG t sk ds M kG_ sk ds; 2:16
t30
d d
States and Free Energies in Linear Viscoelasticity 7
and, because G_ is integrable over 0; 1, there is a positive real m such that
for all d > m the last integral is less than eM ÿ1 . This proves the inequality
(2.11). If we now take K Hd , from the identity (2.8) and from the inequality
(2.16) we have
Z1
kHd H 0 ÿ H kC kHd H 0 ÿ Hd H d kC 2 M kG_ sk ds; 2:17
d
and (2.12) follows. The last statement asserts that the supremum of the in-
tegral
Z1
G_ t s H s ÿ K r H s ds
0
Z1 Zdÿr
G_ t s ÿ G_ t s d ÿ rH s ds G_ t sK r s ds; 2:18
0 0
varH sup kG t s ÿ G t s r 0 k jH 0 j kG t ÿ G t r 0 k
s30
Zr 0
varK kG t sk ds kG t r 0 kjK d ÿ K d ÿ r 0 j
0
kG t r 0 ÿ G tkjK d ÿ r 0 j: 2:20
By the absolute continuity of G, for every e > 0 there is a d > 0 such that
r 0 < d implies that
Z
sr 0
for all s 3 0, and the fact that K is continuous from the left implies that there
is a d 0 > 0 such that
8 G. DEL PIERO & L. DESERI
jK d ÿ K d ÿ r 0 j < e 2:22
for all r 0 < d 0 . Thus, for suciently small r 0 the expression (2.20) is less than
var H jH 0 j var K sup kG sk sup jK sje; 2:23
s30 d>s 3 0
The constitutive equation (1.1) de®nes the stress reached by the material
when subjected to the history Et and to the current deformation E t; because
E is only continuous from the right, E t need not coincide with the ®nal
value E t of Et , and therefore history and current deformation are unre-
lated. Thus, the response functional can be de®ned as the function
T~ : C Sym ! Sym which with every history-deformation pair (H, A) as-
sociates the stress
Z1
T~ H ; A : G0 A G_ sH s ds: 2:24
0
3.2. Proposition. There is a positive constant m, depending only upon the re-
laxation function G, such that
kP r 0 ÿ P rkR 2 mkr 0 ÿ rkR 3:13
for every process P and for every pair of states r; r 0 .
Note that m 1 if A 0 A: (
Given two processes P ; P 0 , the composition of the maps r 7! P r,
r 7! P 0 r is, by de®nition, the map r 7! P 0 P r which with each state r asso-
ciates the state P 0 P r reached from P r when subjected to P 0 . Thus, for
r H ; A; P K; B; P 0 K 0 ; B 0 , we have
States and Free Energies in Linear Viscoelasticity 11
is ®nite. The states are then identi®ed with history-deformation pairs, and the
state space R is the product space C Sym, endowed with the norm
krkR : jAj2 kH k2C 1=2 3:21
with r H ; A. If we assume that h is integrable, then we see that the history
space C is included in C and, consequently, that the state space R is included
in R . Indeed, since every history H 2 C is bounded, its norm (3.20) is ®nite if
h is integrable. Moreover, if we use the de®nition (2.9) of kH kC and the
Cauchy-Schwarz inequality, we get
Z1 1=2 Z1 1=2
kH kC 2 sup kG_ t sk2 hÿ1 s ds 2
jH sj h s ds : 3:22
t30
0 0
ÿ1
The supremum is attained at t 0 because h is positive and non-decreasing.
Thus, if we denote by m2 the integral in inequality (3.19), we conclude that
kH kC 2 mkH kC 8 H 2 C; 3:23
12 G. DEL PIERO & L. DESERI
and the de®nitions (3.3) and (3.21) allow us to conclude that there is a pos-
itive constant m 0 such that
krkR 2 m 0 krkR 8 r 2 R: 3:24
This shows that the norm of R is continuous with respect to the norm of R .
Consequently, every open set in R is an open set in R , and therefore the
topology induced in R by the norm k kR is coarser than the one induced by
the norm k kR . The inequality (3.23) cannot be reversed in general. Indeed,
for every history H 2 C0 nfOy g we have kH kC > 0 and kH kC 0.
4. Work
with H r and T~ de®ned by equations (2.6) and (2.24), respectively, and with the
integral over 0 ; 1 de®ned as the limit of the integral over a; 1 when
a ! 0 from the right. Notice that the Stieltjes integral on the right side is well
de®ned only if T~ is continuous, and this is not the case for discontinuous
histories. Indeed, it follows from the constitutive equation (2.24) that the
stress has a jump exactly at those points at which H has a jump. Nevertheless,
if the instantaneous modulus G0 is symmetric as we have assumed from the
beginning, then it is possible to de®ne, by a limit procedure, the work done in
a discontinuous history. Indeed, it is shown by Proposition 3.5 in [12] that the
work done in a history H having a jump at a can be expressed again by
equation (4.1), with the convention that the integral over 0 ; 1 is now the
sum of the integrals over 0 ; a and a ; 1, plus the product of the jump
H a ÿ H a of H by the arithmetic mean of the stresses T~ H a ; H a and
T~ H a ; H a. In particular, if we denote by w ~ H ; A the work done in the
history H followed by the deformation A, then w ~ H ; H 0 w H and
~ H ; A w H 12 T~ H ; A T~ H ; H 0 A ÿ H 0 :
w 4:2
We ®nd it convenient to consider A as the extension of H to s 0, and to use
the notation
Z1
ÿ T~ H r ; H r dH r : w
~ H ; A 4:3
0
always a function of the initial state. Indeed, take a history H and a process
P K; B of duration d. Then the work done in the process is
Zd
~ KA H ; B ÿ w
w ~ H ; A ÿ T~ KAr H ; KA r dKA r; 4:4
0
Zd
0
^ P; r ÿ w
jw ^ P ; rj T~ KAr 0 H 0 ; KA 0 r ÿ T~ KAr H ; KA r dK r
0
4:10
If we denote by P r the process K r ; K r, then KAr 0 H 0 ; KA 0 r P r r 0 and
KAr H ; KA r P r r, and from the de®nition (3.4), the linearity of T^, and
the inequalities (3.5), (3.13) it follows that
jT~ KAr 0 H 0 ; KA 0 r ÿ T~ KAr H ; KA rj
jT^ P r r 0 ÿ T^ P r rj jT^ P r r 0 ÿ P r rj 4:11
r 0 r 0
2 kP r ÿ P rkR 2 mkr ÿ rkR :
Substitution into inequality (4.10) then proves the inequality (4.7). (
4.2. Lemma. For every pair of histories H ; H 0 and for every deformation A,
~ H 0p H ; A w
lim w ~ H ; H 0 1 w
~ H 0 ; A: 4:12
p!1
1
[11, p. 63]. Note that, while DAY's proof relies upon the fading memory property
implicit in the assumption that G_ is Lebesgue integrable, the proof given here is based
on the assumption that every history has bounded variation.
States and Free Energies in Linear Viscoelasticity 15
lim w ~ H 0 ; A 2 (var K k H 0r H ÿ H 0 kC :
^ Ps ; rr s ÿ w 4:20
s!1
~ H 0rs H ; Aÿ w
lim w ~ H ; H 0 1ÿ w
~ H 0 ; A 2 var K k H 0r H ÿ H 0 kC :
s!1
4:21
By item (iii) in Proposition 2.2, for every e > 0 there is an re > 0 such that
(var K k H 0r H ÿ H 0 kC < e for all r > re . The arbitrariness of e then leads
to the equality (4.12). (
^
Proof. By equations (3.10), (3.11) and by the de®nition (4.5) of w,
w ~ H 0r K 0A H ; A 0 ÿ w
^ Pr ; r w ~ H ; A; 4:23
and, by the preceding lemma,
lim w ~ H 0r K 0A H ; A 0 w
~ K 0A H ; H 0 1 w
~ H 0 ; A 0 : 4:24
r !1
5. Free energy
2
The property (P4), implicit in [3, Remark 11], is stated explicitly in [8, Sec. 8].
States and Free Energies in Linear Viscoelasticity 17
In linear viscoelasticity, several attempts have been made to de®ne the free
energy under assumptions weaker than continuity with respect to the fading
memory norm. For instance, VOLTERRA [25], DAY [8, 9], and GRAFFI [15]
proposed some explicit forms of the free energy, satisfying the properties
listed above. Later, GRAFFI [16], MORRO & VIANELLO [22], and FABRIZIO,
GIORGI & MORRO [14] took a more general viewpoint: They de®ned a free
energy to be any function which satis®es those properties.
It is common, in thermodynamics, to assume that the free energy is a
function of state. The notion of state introduced in Section 3 supplies the
following restriction that w~ has to satisfy to be a function of state:
w~ H 0 ; A w~ H ; A 5:4
for all A 2 Sym and for all H 0 , H 2 C with H 0 ÿ H 2 C0 . If this condition is
satis®ed, then it is possible to de®ne a function w : R ! R such that
w r w~ H ; A 5:5
whenever r H ; A. In terms of the function w, the integrated dissipation
inequality (5.1) takes the form
^ P ; r
w P r ÿ w r 2 w 5:6
for all P 2 P and for all r 2 R.
In their theory of thermodynamic systems, COLEMAN & OWEN [5, 6] de®ne
the free energy as a lower potential for the work. In the present context, a
^ if for every
function w : R ! R is called a lower potential for the action w
e > 0 and for every r; r 0 2 R there is a d > 0 such that
w r 0 ÿ w r < w
^ P ; r e 5:7
for every process P such that P r 2 B r 0 ; d. If w is a lower potential for w,
^
then it satis®es the inequality (5.6), and therefore it has the property (P1).
Indeed, if r 0 P r, then P r belongs to B r 0 ; d for all d > 0, and therefore
the inequality (5.7) is satis®ed with r 0 P r for every e > 0. We now prove
^ Pa ; rB 12 G1 A A ÿ 12 G1 B B:
lim w 5:18
a!1
^ Pa ; rB e < 12 G1 A A ÿ 12 G1 B B 2e
w rA ÿ w rB < w 5:19
for every pair of deformations A; B. In particular, for B O and e arbitrarily
small we have
w rA ÿ w r0 2 12 G1 A A 5:20
where r0 Oy ; O is the natural state, and for A O we get the opposite
inequality
w rB ÿ w r0 3 12 G1 B B: 5:21
The equality (5.3) follows from the arbitratiness of A and B. (
In this paper we adopt COLEMAN & OWEN'S de®nition of free energy, with
the requirement that the domain of the free energy be all of R rather than
merely a dense subset of R as required in [6]. Moreover, we add for conve-
nience the normalization condition w r0 0.
5.2. De®nition. A free energy for the viscoelastic material element is a func-
tion w : R ! R which is a lower potential for w^ and satis®es w r0 0.
The set of all free energies is denoted by F. It has been proved above that
all functions in F have the properties (P1)±(P4). In particular, a consequence
of (P4) and of the positive-semide®niteness of G1 is that the free energy of
every equilibrium state is non-negative; moreover, the property (P2) tells us
that the free energy of every state is non-negative. It is also known that F is
convex, i.e., that every convex combination of free energies is a free energy [6,
Sec. 3].
We now discuss the question of the existence of free energies. More
precisely, we wish to provide necessary and sucient conditions under which
the set F is not empty. We observe that, if w is a lower potential for w,^ then
the inequality (5.7) implies that
^ P ; r > ÿe
w 5:22
for all P 2 P with P r 2 B r; d. This property of w ^ is called the dissipation
property at r [6].
^ has a lower potential, it has the dissipation property at all states
Thus, if w
in R. It has been proved in [6, Theorem 3.3] that if w ^ is an action with the
dissipation property at some r 2 R, then it has a lower potential whose do-
^
main is the set of all states which are w-approachable from r. By Proposition
4.3, this set is here the whole state space R. Therefore, for a viscoelastic
element, the assertions
w^ has the dissipation property at some r 2 R,
w^ has the dissipation property at all r 2 R,
F is not empty
are equivalent. Moreover, the ®rst of them is equivalent to
the relaxation function G is dissipative.
20 G. DEL PIERO & L. DESERI
Therefore, the hypotheses (i), (ii) in Proposition 5.3 are satis®ed whenever w^
has the dissipation property at r0 . As a complement to the same proposition
we prove now that, if w^ has the dissipation property at r0 , then the function
w0 is lower semicontinuous. We begin with a preliminary result, which
characterizes w0 r as the maximum recoverable work from r.
States and Free Energies in Linear Viscoelasticity 21
5.4. Lemma. If w ^ has the dissipation property at r0 , then for each d > 0 and for
each r 2 R,
inf w^ P ; r P 2 P; P r 2 B r0 ; d inf w ^ P ; r P 2 P : 5:29
Proof. The above relation is satis®ed trivially if the equality sign is replaced
by 3 ; it is then sucient to prove the same relation with 2 in place of .
For every process P and for every state r, the non-negativity of the free
energy and inequality (5.6) imply that
^ P ; r 3 w0 P r ÿ w0 r 3 ÿ w0 r;
w 5:30
and therefore that fw^ P ; r j P 2 Pg has a ®nite lower bound. Then, for every
e > 0 there is a process P such that
w ^ P ; r j P 2 Pg 13 e:
^ P ; r 2 inf fw 5:31
Let r H ; A and P K; B. For each r > 0, consider the process
Pr : Byr K; B obtained by continuing K with a constant segment of du-
ration r. Because no work is done in the continuation, the work w ^ Pr ; r is
equal to w^ P ; r. Moreover, Pr r B Ayr KA H ; B A, so that
k Pr r ÿ rBA kR k B Ayr KA H ÿ B Ay kC ; 5:32
and the family r 7! Pr r converges to rBA when r ! 1 by item (iii) in
Proposition 2.2. Take another segment K 0 of duration d 0 , with K 0 d 0 0
and K 0 0 ÿB ÿ A, and let P 0a be the process K 0a ; ÿB ÿ A, with K 0a the
a- retardation of K 0 . Then the work done in the process P 0a Pr from r is
w ^ Pa 0 ; Pr r w
^ P 0a Pr ; r w ^ Pa 0 ; Pr r w
^ Pr ; r w ^ P ; r: 5:33
By proposition 4.1, the convergence of r 7! Pr r to rBA implies the conver-
^ Pa 0 ; Pr r to w
gence of r 7! w ^ Pa 0 ; rBA . Moreover, by the properties (5.17),
(5.18) of a-retardations, the states a 7! Pa 0 rBA converge to r0 when
a ! 1, and the works ^ Pa 0 ; Pr r
a 7! w converge to
1
ÿ2 G1 B A B A, which is a non-positive real by the positive de®-
niteness of G1 . It is then possible to select r and a suciently large to have
^ Pr 0 ; Pr r 2 w
w ^ P 0a ; rBA 13 e 2 23 e ; 5:34
and therefore, by (5.31) and (5.33),
^ P 0a ; Pr r 2 inf fw
w ^ P ; rj P 2 Pg e: 5:35
0
The convergence of r 7! Pr r to rBA and that of a 7! Pa rBA to r0 also imply
that, for suciently large values of r and a, the state Pa 0 Pr r belongs to
B r0 ; d for each ®xed d > 0. For this choice of a and r,
inf fw ^ Pa 0 Pr ; r;
^ P ; r j P 2 P; P r 2 B r0 ; dg 2 w 5:36
and the combination with the preceding inequality and the arbitrariness of e
lead to the relation (5.29) with 2 in place of . (
22 G. DEL PIERO & L. DESERI
part. It has been proved in [12, Sec. 7] that this condition on B is necessary
and sucient to ensure that G_ is Lebesgue integrable over 0; 1, as as-
sumed here in Section 2.
where in the last step we have taken advantage of the fact that B commutes
with eÿtB . If we take t 0, we get the ®rst of the inequalities (6.3). To prove
the second inequality, we use the identity
ÿtG0 BGÿ1
G0 eÿtB Gÿ1
0 e
0 6:5
and the fact that the eigenvalues of G0 BGÿ10 are the same as those of B, and
therefore have a positive real part. Under these conditions, it has been proved
ÿ1
in [12, Prop. 7.2] that keÿtG0 BG0 k is bounded by a positive constant m, and the
second of inequalities (6.3) follows. (
24 G. DEL PIERO & L. DESERI
This result tells us that, for a relaxation function of exponential type, the
equivalence classes modulo C0 in the history space C can be characterized by
the tensor T 0 ÿ G0 H 0 : Consider now a state r H ; A and denote
by T the current stress T~ H ; A given by equation (2.24). The same equation
tells us that
T ÿ G0 A T 0 ÿ G0 H 0 : 6:6
jT ÿ G1 Aj jAj 6:7
Proof. With the change of variable r s t, equation (6.2) takes the form
Z1
T r ÿ G0 H r ÿG0 B eÿ tÿrB H t dt; 6:10
r
The desired equality (6.8) follows after subtracting from equation (6.11) the
equation (6.10) premultiplied by G0 B G0 :ÿ1 (
Zs
T r ÿ G0 H r_ Gÿ1
0 T r ÿ G1 H r dr
0
Zs
ÿ Gÿ1 _ ÿ1
0 G 0G0 T r ÿ G1 H r T r ÿ G1 H r dr: 6:12
0
Proof. It has already been proved in Section 5 that if there is a free energy,
then the material element is dissipative. The negative semide®niteness of G_ 0
is a well-known property of the dissipative viscoelastic material element; see,
e.g., [11, Sec. 6.1].
Conversely, if we assume that G_ 0 is negative-semide®nite, then equation
(6.17) shows that w satis®es the integrated dissipation inequality (5.6). Be-
cause w is continuous with respect to the norm (6.7) and this norm is
equivalent to k kR , we deduce that the inequality (5.7) is satis®ed, and
therefore w is a lower potential for w.
^ Because the normalization condition
w O; O 0 is also satis®ed, we conclude that w is a free energy in the sense of
De®nition 5.2. (
^ Pa ; r0 12 G1 B B:
lim w 6:21
a!1
3
See also BREUER & ONAT [2].
States and Free Energies in Linear Viscoelasticity 27
Now we observe that the right-hand side in the last equation is equal to
w T ; A, as can be checked by direct computation. Thus,
^ P 0a ; r0 w T ; A:
lim w 6:24
a!1
T B ÿ A 12 G0 B ÿ A B ÿ A ÿ 12 G1 B B; 6:26
and substitution of the expression (6.19) of B shows that this work is equal to
ÿw T ; A. In this way, we have proved that it is possible to recover the work
w T ; A from the state T ; A. Recalling the characterization (5.29) of w0 as
the maximum recoverable work, we conclude that w0 T ; A 3 w T ; A, for all
states T ; A, and therefore w0 3 w. The equality w w then follows from
0
the fact that w0 is the minimal element of F: (
28 G. DEL PIERO & L. DESERI
We now prove that the function wMV de®ned by equation (5.40) is not a
function of state when the relaxation function is of exponential type. Con-
sider the history
H s : A f s; 6:27
6.6. Remark. A similar argument shows that the free energy of single-integral
type proposed by GURTIN & HRUSA [20]:
Z1 Z1
1 1
wG ÿ H ; A : G0 A A A G_ sH s ds ÿ G_ sH s H s ds 6:35
2 2
0 0
0 a
12 G a ÿ G cB B; 6:36
and the last term is not identically zero.
In this equation, G can be replaced by its symmetric part, and we can use the
representation (7.2) to obtain
30 G. DEL PIERO & L. DESERI
Z1
dK x x1=2 H^ x x1=2 H^ x 0; 7:4
0
Proof. The proof is based on the change of variable r eÿs , which trans-
forms equation (7.5) into
Z1
H^ x rxÿ1 K r dr; 7:6
0
ÿ1
with K r H ln r . Assume that there is a sequence n 7! xn of points at
which H^ xn O: If we consider the linear combination
X
N
PN r : Pn rxn ÿ1 7:7
n1
Z1 Z1
kKk2L2 : 2
jK rj dr K r K r ÿ PN r dr 2 kKkL2 kK ÿ PN kL2 :
0 0
7:9
Note that K is bounded, and therefore square integrable, because K and H
take the same values and H is bounded. We may then divide by the L2 -norm
of K, to obtain
kKkL2 2 kK ÿ PN kL2 7:10
for every PN of the type (7.7).
If xn n as stated in the proposition, then the functions PN are the
polynomials. By the Weierstrass approximation theorem, the polynomials are
dense in C 0 endowed with the supremum norm, and therefore they are dense
in L2 . Consequently, for every e > 0 there is a polynomial PN such that the
right-hand side of inequality (7.10) is less than e. This implies that kKkL2 0,
i.e., that K r O almost everywhere.
We now observe that K r H f r, with f continuous and decreasing
and H continuous from the left. Then K is continuous from the right, and a
function which vanishes almost everywhere and is continuous from the right
is identically zero. Because H takes the same values as K, we conclude that H
is identically zero as well. (
It was recognized later (see [1]) that the unboundedness of the sequence is not
essential. Thus, we can state the following fairly general conclusion.
4
See, e.g., [12, Eq. 7.2].
States and Free Energies in Linear Viscoelasticity 33
for all A 2 Sym and for all p 2 f1; . . . lg; and from the identity E h E p dhp E p
we conclude that
eÿskp E p T G0 eÿsN E p 3 O: 7:19
Because N q O; eÿsN is a polynomial of order q ÿ 1
X
qÿ1 r
s
eÿsN ÿNr ; 7:20
r0
r!
and therefore the inequality (7.19) can be veri®ed for every s > 0 only if kp is
real. Thus, we have proved that G completely monotonic implies that all
eigenvalues of B are real.
Now the coecient eÿskp can be dropped form inequality (7.19); what
remains is a polynomial of order q ÿ 1, whose term of highest order must be
positive-semide®nite. Then, if we set M : ÿN qÿ1 and use the com-
mutativity property (7.14), we get
E p T G0 E p M 3 O 8 p 2 f1; . . . lg: 7:21
We claim that M O. Indeed,
P if M4O, there is a C 2 Sym such that
MC4O, and the fact that lp1 Ep MC MC4O tells us that there must be
some p for which E p MC4O. For one such p, the inequality (7.21) yields
G0 E p MA E p MB E p A E p B 3 0 7:22
for all A; B 2 Sym. In particular, if we take B MC, we have MB M 2 C O
because M 2 N 2qÿ2 O except for the trivial case q 1. The inequality
(7.22) then reduces to
G0 E p MA E p A E p MC 3 0 7:23
for all A 2 Sym, and this implies
G0 E p MA E p MC 0 7:24
for all A 2 Sym. It is now sucient to take A C to get a contradiction,
because E p MC4O and G0 is positive-de®nite. Thus, we have proved that, if
G is positive-semide®nite, then N q O implies N qÿ1 O. By induction, we
may conclude that N O. The equation (7.17) then takes the form
X
l
G s eÿsah G0 E h ; 7:25
h1
the proposition. That the same conditions are sucient for complete
monotonicity is trivially veri®ed. (
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Istituto di Ingegneria
Universita di Ferrara
44100 Ferrara, Italy