Energy-dissipation balance of a smooth moving crack
Maicol Caponi, Ilaria Lucardesi, Emanuele Tasso

TL;DR
This paper establishes conditions for energy-dissipation balance in Mode III cracks on smooth paths and characterizes displacement singularities near the crack tip, extending previous straight fracture results.
Contribution
It provides necessary and sufficient conditions for energy balance and generalizes displacement singularity characterization to curved crack paths.
Findings
Conditions for energy-dissipation balance are derived.
Displacement singularity near the crack tip is characterized.
Results extend previous straight fracture analyses.
Abstract
In this paper we provide necessary and sufficient conditions in order to guarantee the energy-dissipation balance of a Mode III crack, growing on a prescribed smooth path. Moreover, we characterize the singularity of the displacement near the crack tip, generalizing the result in [S.Nicaise, A.M.Sandig - \textit{J. Math. Anal. Appl.} 2007] valid for straight fractures.
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Energy-dissipation balance of a smooth moving crack
Maicol Caponi
SISSA, via Bonomea 265, 34136 Trieste, Italy
,
Ilaria Lucardesi
Université de Lorraine, CNRS, IECL, F-54000 Nancy, France
and
Emanuele Tasso
SISSA, via Bonomea 265, 34136 Trieste, Italy
Abstract.
In this paper we provide necessary and sufficient conditions in order to guarantee the energy-dissipation balance of a Mode III crack, growing on a prescribed smooth path. Moreover, we characterize the singularity of the displacement near the crack tip, generalizing the result in [10] valid for straight fractures.
Keywords: fracture dynamics, wave equation in time-dependent domains, energy-dissipation balance
MSC 2010: 35L05, 35Q74, 74H35, 74R10
1. Introduction
In this paper we compute the kinetic+elastic energy associated to a particular dynamic crack evolution, in which the fracture lips open vertically (anti-plane case) and the crack set is smooth and preassigned.
We consider as reference configuration a bounded open set of with Lipschitz boundary. We fix a time interval , a vertical volume force , and we prescribe a boundary deformation on a portion of . We assume that, in response to the external loads, the material breaks along a fixed curve with end-points on . In this case, the crack set at time is identified by the crack-tip position on , described by an arc-length parameter . Here we assume non decreasing (irreversibility assumption) and of class . Far from the crack set, the material undergoes an elastic deformation: the (vertical) displacement satisfies a wave equation of the form
[TABLE]
where is a suitable tensor field (satisfying the usual ellipticity conditions); the equation is supplemented by boundary conditions, that we choose Neumann homogeneous on (traction free case), and initial conditions.
The well-posedness of (1.1) has been widely investigated. We limit ourselves to cite the papers [2] and [10]: in the former, the authors work under the sole assumption of finite measure of the crack set, provide a notion of solution, and show its existence, using a variational time-discretization approach; in the latter, the authors work under stronger regularity assumptions and, following a change of variables approach, prove existence of solutions in a suitable weak sense. Later, in [3], the regular case has been resumed: following the same approach of [10], the authors obtain uniqueness of solutions and their continuous dependence on the data. These results have been extended to the vector case in [1].
In this paper we move the natural step forward in the study: the computation of the kinetic+elastic energy and its relation with the crack growth. This computation has a crucial role, in view of the so-called energy-dissipation balance which underlies the dynamics (see, e.g., [6, 5]): the kinetic + elastic energy released during the elastodynamics and the energy dissipated to create the fracture (the latter proportional to the crack surface increment) balance the work done by the external loads. In formulas, denoting by the energy
[TABLE]
and fixing homogeneous Dirichlet-Neumann boundary conditions on , the energy-dissipation balance states that, for every time ,
[TABLE]
The difficulty of computing (1.2) is twofold: on one hand, the displacement has a singular behavior near the tip; moreover, the domain of integration appearing in (1.2) is irregular and varies in time. To handle the first issue, a representation result for is in order: we prove that, for every time , the displacement is of class in a neighborhood of the tip and of class far from it, namely is of the form
[TABLE]
where , is a cut–off function supported in a neighborhood of the moving tip of , , , and is a diffeomorphism of (constructed in a suitable way, according to the properties of , , and ). Once fixed , , and , the function and the constant are uniquely determined. Actually, the coefficient only depends on , , and (see Theorem 3.8 and Remark 3.11). In addition, we provide another decomposition for which is more explicit and better explains the behavior of the singular part (see §3.4). The second issue is technical and we overcome it exploiting Geometric Measure Theory techniques (see Section 4). The computation leads to the following formula:
[TABLE]
where is a positive function which depends on , , and , and is equal to 1 when is the identity matrix; see Theorem 4.7 for the proof of (1.5) when , and Remark 4.9 for the general case. By comparing (1.3) and (1.5), we deduce the following necessary and sufficient condition on the crack evolution (in the class of smooth cracks), in order to guarantee the energy-dissipation balance: during the crack opening, namely when , the function , often called stress intensity factor, has to be equal to .
We mention that a computation for a horizontal crack moving with constant velocity (+ a suitable boundary datum) can be found in [4, §4].
The representation result stated in (1.4) extends that of [10] for straight cracks (near the tip) and the identity matrix. Here we adapt their proof to the case of a curved crack and a constant (in time) operator , possibly non homogeneous; moreover, we remove one restrictive assumption on the acceleration (see Remark 2.2). The main steps in the proof of (1.4) are the following: performing four changes of variables, we reduce problem (1.1) to a second order PDE of the form
[TABLE]
with Lipschitz planar domain and a curve straight near its tip. The tensor field has time-dependent coefficients but at the tip of it is constantly equal to the identity. Finally, the decomposition result for , solution to (1.6), obtained via semi-group theory, leads to the one for , solution to the original problem (1.1).
The plan of the paper is the following. In the next section we fix the notations, the standing assumptions on the crack set and on the operator ; moreover, we introduce the changes of variables which transform (1.1) into (1.6). Then, in Section 3 we adapt the proof of the decomposition result [10, Theorem 4.8] to our more general case, underlying the main differences. Finally, in Section 4, we prove the energy balance (1.5).
2. Preliminaries
2.1. Notation
We adopt standard notations for Lebesgue and Sobolev spaces on bounded open sets of . The boundary values of a Sobolev function are always intended in the sense of traces, and the one dimensional Hausdorff measure is denoted by . Given an open set with Lipschitz boundary, we denote by the outer unit normal vector to , defined a.e. on the boundary. Moreover, given a non negative summable function in , we denote by the weighted -space on with respect to the measure .
Given a normed vector space and its topological dual , the norm in is denoted by and the duality product between and is denoted by . We adopt the same notations also for vector valued functions in . When no ambiguity may arise, we write for the -norm of scalar and vector functions, computed in their domain of definition. Given an interval and a Banach space , is the space of functions from to . Given , we denote by its distributional derivative.
We write to represent the space of orthonormal matrices whose determinant is equal to .
2.2. Standing assumptions
We consider a bounded open set with Lipschitz boundary , we take a Borel subset of (possibly empty), and we denote by its complement. We fix a curve parametrized by arc-length, with end-points on ; namely, denoting by the support of , we assume . Let and be a non decreasing function of class . We set
[TABLE]
Given a tensor field with smooth ( would be enough) coefficients satisfying the ellipticity condition
[TABLE]
a function , and suitable initial data and (for the precise regularity, see Theorem 3.4), we consider the differential equation
[TABLE]
with initial conditions
[TABLE]
and boundary conditions
[TABLE]
where denotes the unit normal vector. The equation (2.2) has to be intended in the weak sense, namely valid for every in duality with an arbitrary test function in with zero trace on (see also [3, Definition 2.4]).
Furthermore, we assume that the velocity of is bounded by the constant as follows:
[TABLE]
for some constant .
The importance of this bound is twofold: on one hand, the relation with the ellipticity constant of will guarantee the resolvability of the problem (see also (2.12) in Lemma 2.1); on the other hand, the estimate will allow us to work locally in time, and then, repeating the procedure a finite number of times, to obtain a global result in .
2.3. The change of variables approach
We fix such that , with sufficiently small. A comment on the value of is postponed to Remark 2.3. In the following, we perform 4 changes of variables: first we act on the operator , transforming it into the identity on the fracture set; then we straighten the crack in a neighborhood of ; then we recall the time-dependent change of variables introduced in [3], that brings into for every ; finally, we perform a last change of variables in a neighborhood of the (fixed) crack tip, in order to make the principal part of the transformed equation equal to the minus Laplacian. For the sake of clarity, at each step, we use the superscript , , to denote the new objects: the domain , the fracture set , and the time-dependent crack . We will also introduce the tensor fields , which characterize the leading part (with respect to the spatial variables) of the PDE (2.2) transformed.
Step 1. Thanks to the standing assumptions on , we may find a tensor field of class such that, for every ,
[TABLE]
being the identity matrix. In particular we can choose to be equal to the square root matrix of , namely and . It is easy to prove the existence of a smooth diffeomorphism (again, would be enough) of which is the identity in a neighborhood of and satisfies, at least in a neighborhood of , on . Notice that the constraint cannot be satisfied in the whole domain, since the lines of in general are not curl free. We set
[TABLE]
Clearly, the tensor satisfies an ellipticity condition of type (2.1) for a suitable constant and it equals the identity matrix on . Moreover, we may easily write an arc-length parametrization of exploiting that of , by setting
[TABLE]
Accordingly, the time-dependent fracture is parametrized by
[TABLE]
Note that the function is of class and, thanks to (2.5) and (2.4), satisfies the following bound:
[TABLE]
where, for brevity, we have set . Moreover, for the sake of clarity, we also fix a notation for the maximal acceleration: we set as
[TABLE]
A direct computation proves that is bounded and depends on , , , , and .
Step 2. Now we provide a change of variables of class which straightens the crack in a neighborhood of . First, up to further compose with a rigid motion, we may assume that the crack-tip of is at the origin, and the tangent vector to at the origin is horizontal, namely
[TABLE]
For brevity, we set . We begin by transforming a tubular neighborhood of the fracture near 0 into a square: exploiting the representation
[TABLE]
with , we define as the inverse of the function . The global diffeomorphism is obtained by extending to the whole . Accordingly, we set
[TABLE]
The tensor field still satisfies an ellipticity condition of type (2.1), for a suitable constant.
For in a neighborhood of the origin, setting , we have
[TABLE]
The last equality follows from
[TABLE]
and the fact that here we consider of the form . In particular, we may be more precise on the ellipticity constant of restricted to a neighborhood of the origin: for every , there exists such that
[TABLE]
Finally, we underline that if is small enough (see also Remark 2.3), the whole set is contained in , so that the time dependent fracture satisfies
[TABLE]
for every .
Step 3. Here we introduce a family of 1-parameter diffeomorphisms , , which transform every into . All in all, we map the non cylindrical domain into the cylindrical one . This construction can be found in [10] and [3, Example 1.14], thus we limit ourselves to recall the main properties: the diffeomorphism satisfies
[TABLE]
being the identity map. The corresponding tensor field is
[TABLE]
Note that does not depend on time, while does.
In a neighborhood of the origin,
[TABLE]
so that , , and for with small enough in modulus,
[TABLE]
Step 4. In this last step we apply a change of variables near the origin (namely the crack-tip of ), in order to make the tensor field , constructed as in the previous steps, satisfy for every . To this aim, we recall the construction introduced in [10, §4].
We define and as
[TABLE]
where is the following cut–off function:
[TABLE]
Here is a positive parameter, whose precise value will be specified later, small enough such that . Eventually, we set
[TABLE]
For every , defines a diffeomorphism of into its dilation in the horizontal direction
[TABLE]
which maps [math] in [math] and into a fixed set , horizontal near the origin. Accordingly, the tensor field associated to this transformation reads
[TABLE]
The properties of are gathered in the following
Lemma 2.1**.**
There exists a constant such that, for every and ,
[TABLE]
Moreover, for every , there holds
[TABLE]
Finally, there exists a vector field such that, for every and ,
[TABLE]
and in a neighborhood of the tip of .
Proof.
Let and be fixed. Setting , we distinguish the three cases , , and , where is the constant introduced in (2.11).
Without loss of generality, up to take smaller, recalling (2.10), we may assume that in
[TABLE]
so that
[TABLE]
Moreover, we take with associated to as in (2.9), so that the ellipticity constant of in is .
If we have
[TABLE]
thus
[TABLE]
Since and , we immediately get (2.13). For arbitrary vector of , we have
[TABLE]
In view of the bounds (2.4), (2.7), and (2.6), we get
[TABLE]
in particular
[TABLE]
The coefficient of is bounded from below, provided that is small enough. This gives the statement (2.12) for .
Let now . In this case we have
[TABLE]
Again exploiting the ellipticity of with constant and setting
[TABLE]
we get
[TABLE]
where in the last inequality we have have used and the Young’s inequality, with , whose precise value will be fixed later. Let us prove that, if and are well chosen, the coercivity of is guaranteed. The identities
[TABLE]
together with the bounds
[TABLE]
give
[TABLE]
Inserting these estimates into (2.15), we infer that
[TABLE]
Taking
[TABLE]
we have
[TABLE]
Thus, taking small enough, we obtain the desired coercivity of .
Finally, if we have
[TABLE]
and condition (2.12) is readily satisfied in view of the ellipticity of .
The assertion (2.14) is clearly verified for : the tensor field does not depend on time and equals to the identity on the fracture, in a neighborhood of the origin. The last diffeomorphisms and both act in a neighborhood of the origin modifying the set only in the horizontal component; in particular they don’t modify the normal to the fracture in a neighborhood of the origin. As for the external boundary, is the identity and acts as a constant dilation, so that
[TABLE]
∎
Remark 2.2**.**
The idea of the proof of Lemma 2.1 is taken from [10, Lemma 4.1]. Let us underline the main differences: in [10] the authors deal with the identity matrix as starting tensor field (here instead we have ) and consider only the dynamics for which the acceleration of the tip is bounded by a precise constant depending on (in place of our bound , not fixed a priori). We also point out that in [10] the study of the ellipticity of the transformed tensor field, in the annulus , is carried out forgetting the coefficients out of the diagonal.
Remark 2.3**.**
In our construction, a control on the maximal amplitude of the time interval is needed only in Step 2: roughly speaking, in order to straighten the set and to remain inside , we need to have enough room. A sufficient condition is that the length of the set, which is at most , has to be less than or equal to the distance of the crack-tip from the boundary , which is, thanks to the assumption , bounded from below by a positive constant. Notice that if we considered also a further diffeomorphism which is the identity in a neighborhood of and stretches near the boundary, then our results could be stated for every time .
3. Proof of the representation result
In this section we derive the decomposition result (1.4) locally in time, namely in a time interval small enough (see §2.3 and Remark 2.3). Finally, in §3.4, we give a global representation of , valid in the whole time interval .
3.1. Preliminaries on semigroup theory
Here we recall some classical facts of semigroup theory. Standard references on the subject are the books [11] and [8].
Let be a Banach space and a differential operator. Consider the evolution problem
[TABLE]
with initial condition (the boundary conditions are encoded in the function space ).
Definition 3.1**.**
A triplet consisting of a family and a pair of real separable Banach spaces and is called a constant domain system if the following conditions hold:
- i)
the space is embedded continuously and densely in ;
- ii)
for every the operator is linear and has constant domain ;
- iii)
the family is a stable family of (negative) generators of strongly continuous semigroups on ;
- iv)
the operator is essentially bounded from to the space of linear functionals from to .
Theorem 3.2**.**
Let form a constant domain system. Let and . Then there exists a unique solution of (3.1) with .
3.2. Local representation result in the cylindrical domain
The chain of transformations introduced in §2.3 defines the family of time-dependent diffeomorphisms
[TABLE]
which map into , into for every , and into . More precisely, the Dirchlet part is mapped into , the Neumann one into . For the sake of clarity, we denote by the variables in and by the new variables in .
Looking for a solution to (2.2) is equivalent to look for , solution to
[TABLE]
supplemented by the boundary conditions
[TABLE]
and by suitable initial conditions. Here is the vector field introduced in (2.14) - Lemma 2.1, and (see also [3])
[TABLE]
The characterization of will follow from that of , slightly easier to be derived. As already pointed out in the Introduction, the advantages in dealing with problem (3.3) are essentially 3: first of all, the domain is cylindrical and constant in time; then, the fracture set is straight near the tip; finally, even if the coefficients depend on space and time, the principal part of the spatial differential operator is constant at the crack-tip.
Before stating the result, we define
[TABLE]
where is a cut–off function whose support contains the origin and
[TABLE]
Proposition 3.3**.**
Take , , and . Then there exists a unique solution to (3.3)-(3.4) with , in the class
[TABLE]
Proof.
Once we show that the triplet defined by
[TABLE]
is a constant domain system in (cf. Definition 3.1), we are done. Indeed, we are in a position to apply Theorem 3.2 with
[TABLE]
and the searched is the second component of the solution to (3.1).
The detailed proof of properties (i)-(iv) in Definition 3.1 can be found in [10, Theorem 4.7], with the appropriate modifications (see Remark 2.2). Here we limit ourselves to list the main ingredients.
First of all, the domain of is constant in time: in view (2.13), its principal part, evaluated at the crack tip, is the Laplace operator for every , thus the domain of can be decomposed as the sum (cf. [7, Theorem 5.2.7]); moreover, in view of (2.14), the boundary conditions (3.4) do not depend on time.
Other key points are the equi coercivity in time of the bilinear form
[TABLE]
in , guaranteed by (2.12), and the property
[TABLE]
valid for every .
Finally, the needed continuity of the differential operator is ensured by the following regularity properties of the coefficients: for every ,
[TABLE]
for a suitable constant independent of . ∎
3.3. Local representation result in the time-dependent domain
We are now in a position to prove the following representation result for .
Theorem 3.4**.**
Let and be a (in time) family of cut–off functions with support in a neighborhood of . Consider and of the form
[TABLE]
* satisfying the boundary conditions (2.3) and . Then there exists a unique solution to (2.2)-(2.3) with initial conditions , of the form*
[TABLE]
where is a function such that . Moreover,
[TABLE]
and for every .
Remark 3.5**.**
Notice that the equality implies that
[TABLE]
The last term reads . A priori, is just in in a neighborhood of the origin and its gradient behaves like ; nevertheless, since , we recover the integrability of the gradient of . The same reasoning does not apply for the term , since the singularity of in a neighborhood of the orgin is not compensated by . Therefore we are not free to take (as, on the contrary, is done in [10]).
Remark 3.6**.**
Note that the solution to (2.2)-(2.3) displays a singularity only at the crack-tip. Clearly, the fracture is responsible for this lack of regularity. On the other hand, the Dirichlet-Neumann boundary conditions do not produce any further singularity, due to the compatible initial data chosen.
3.4. Global representation result in the time-dependent domain
We conclude the section by showing an alternative representation formula which can be expressed for every time. This is done providing another expression for the singular function, as in [9], whose computation does not require to straighten the crack. To simplify the notation we reduce ourselves to the case , so that the diffeomorphism coincides with the identity.
The chosen singular part of the solution to problem (2.2)-(2.3) is a suitable raparametrization of the function introduced in (3.5). More precisely, fixed with , for every and in a neighborhood of , the singular part reads
[TABLE]
To compute (3.7) it is necessary to know the expression of , which is explicit only for small time and locally in space. We hence provide a more explicit formula for the singular part, which has also the advantage of being defined for every time: for every we set
[TABLE]
where and is given by the unique continuous determination of the complex square function such that in takes value 1 and its discontinuity set lies on . Roughly speaking, if we forget the term , the function (3.8) is the determination of in the orthonormal system with center and axes and .
For every let be the matrix that rotates the orthonormal system with axes and in the one with axes and . Thanks to our construction of , and in particular to (2.8), the matrix coincides with in . By setting
[TABLE]
we may also write , where is given by the continuous determination of in such that in takes the value 1.
Lemma 3.7**.**
Under the same assumptions of Theorem (3.4), the function belongs to for every .
Proof.
Let us fix . The function is of class in and it belongs to for every . Hence it remains to prove the -integrability of its second spatial derivatives in . For every we have
[TABLE]
where and are the –th components of and , respectively.
Notice that , while and are uniformly bounded in . Therefore and in particular there exists a positive constant , independent of , such that
[TABLE]
provided that is small enough.
As for , we estimate it from above as
[TABLE]
Let us study the right–hand side of (3.9). By choosing small enough and by using the definitions of and , we deduce that for every
[TABLE]
since , and
[TABLE]
Moreover, the function satisfies in for a positive constant , while is invertible and . This allows us to conclude that
[TABLE]
Regarding the second term in the right–hand side of (3.9), we fix and we consider the segment and the function . We claim that we can choose so small that
[TABLE]
Indeed let be such that , then
[TABLE]
Since and is a rotation, for small we deduce that . On the other hand, by the Lagrange Theorem there exists such that
[TABLE]
Hence we derive the estimate
[TABLE]
which implies
[TABLE]
In particular we obtain (3.12) by choosing . Notice that does not depend on .
Let us now fix . Thanks to our construction of and , it is possible to find two other determinations of in such that their discontinuity sets do not intersect the segment , which is far way from 0. Moreover, we choose them in such a way that is positive along , while is negative, and if and only if ; notice that for a positive constant and for every . By using the Lagrange Theorem, (3.12), and (3.13), we deduce that
[TABLE]
where . Hence, by combining (3.9) with (3.10), (3.11), and (3.14), we obtain the existence of a positive constant such that
[TABLE]
In particular we get the following bound for :
[TABLE]
and consequently for every . ∎
Thanks to this lemma we derive the following decomposition result.
Theorem 3.8**.**
Under the same assumptions of Theorem 3.4, every solution to (2.2)-(2.3) can be decomposed as
[TABLE]
where and for every . In particular the function does not depend on our choice of , but only on and .
Proof.
By combining the representation formula (3.6) with Lemma 3.7, we deduce the validity of the decomposition (3.16) in . Indeed we have
[TABLE]
being , and, by the previous result, .
We can now find a finite number of times , with such that in every time interval the solution to (2.2)-(2.3) is written as
[TABLE]
with and . Define and as and in for every , respectively. The functions and are well defined and do not depend on the particular choice of . Indeed, if for some we have
[TABLE]
then we derive that
[TABLE]
Since the left–hand side belongs to while is an element of , the only possibility to have such identity is that and . Hence and satisfies the decomposition result (3.16) in the whole . ∎
We now want to recover the regularity in time for and this is done in the following lemmas.
Lemma 3.9**.**
Under the same assumptions of Theorem 3.4, the function introduced in (3.16) is an element of . Moreover, and .
Proof.
We start by proving that the function , already introduced in Lemma 3.7, satisfies the regularity properties of the thesis in .
First, the function belongs to in view of the fact that and that the diffeomorphism is continuous in . We also claim that . Indeed let and let be a sequence of points converging to . Since as , there exists such that
[TABLE]
This allows us to conclude that as , since the function is continuous in . Furthermore, for every and for a positive constant , which gives us that is uniformly bounded in . We hence derive the claim, which implies that by the dominated convergence theorem.
Arguing as before, we can easily deduce that , while . By using also the estimate , which holds in for every , and the dominated converge theorem, we conclude that .
Finally, also the function is continuous in . Let us now fix and let be a sequence of points in such that as . Thanks to the estimate (3.15), we can find and such that
[TABLE]
with independent of . Here we have used the fact that the constant in (3.15) can be chosen uniform in time. Furthermore, the functions are uniformly bounded with respect to outside the ball . Hence, by applying the generalized dominated convergence theorem, we deduce that in , which implies that .
Combining the regularity of with the definition of , it is easy to see that satisfies the thesis in , and consequently in the whole by the arbitrariness of . ∎
Lemma 3.10**.**
Under the assumptions of Theorem 3.4, the function introduced in (3.16) is an element of , moreover .
Proof.
As before, it is enough to prove the validity of the thesis for the difference function , in the time interval .
For every the function is differentiable in and
[TABLE]
Indeed, fixed , we can find such that for every
[TABLE]
thanks to the fact that for every as . In particular , since . Hence for every and such that we may write
[TABLE]
Arguing as in the proof of the previous lemma we deduce that . Therefore we obtain that as
[TABLE]
and consequently in .
Similarly, for every the map is differentiable in with derivative
[TABLE]
Notice that we may find so small that in for every and for a positive constant . Therefore, proceeding as in the proof of Lemma 3.7, we obtain that for every with
[TABLE]
In particular, arguing as in Lemma 3.9, this uniform estimate implies that . We can hence repeat the same procedure adopted before for to conclude that as
[TABLE]
which gives that .
Finally, also the function is differentiable in for every and
[TABLE]
Moreover there exists so small that for every
[TABLE]
which implies the continuity of the map from to . Therefore we get that as
[TABLE]
and in particular . ∎
Remark 3.11**.**
When all the previous result are still true if we define
[TABLE]
where , , with and the square root matrices of and , respectively, and where is given by the unique continuous determination of the complex square function such that in takes the value 1 and its discontinuity set lies on . Indeed, by exploiting the following identities in
[TABLE]
where and are, respectively, the tangent and the normal unit vectors to the curve in the point , the function (3.17) can be rewritten as
[TABLE]
In this case it is enough to set , where and are constructed starting from and , and we can proceed again as in Lemmas (3.7), (3.9), and (3.10), thanks to the fact that for every and
[TABLE]
We hence obtain the decomposition result (3.16) with singular part (3.17). As a byproduct, arguing as in Theorem 3.8, we derive that the values of do not depend on the particular construction of , but only on , , and .
We point out that the condition , which we need in order to define , is implied by (2.4). Indeed
[TABLE]
4. The energy-dissipation balance
In this section we derive formula (1.5) for the energy
[TABLE]
associated to , solution to (2.2)-(2.3) with initial conditions , .
The computation is divided into three steps: first, in Proposition 4.5 we consider straight cracks when is the identity matrix; then, in Theorem 4.7 we adapt the techniques to curved fractures; finally, in Remark 4.9 we generalize the former results to . To this aim, some preliminaries are in order: first, in Remark 4.1 we compute the partial derivatives of in a more convenient way, then in Lemmas 4.2 and 4.3 we provide two key results, based on Geometric Measure Theory. Once this is done, we deduce formula (1.3) in the time interval where the decomposition (3.6) holds.
For brevity of notation, in this section we consider . All the results can be easily extended to the general case. The global result in easily follows by iterating the procedure a finite number of steps, and using both the additivity of the integrals and the fact that depends only on , , and (see Theorem 3.8 and Remark 3.11).
Remark 4.1**.**
Let us focus our attention on a fracture which is straight in a neighborhood of the tip. Without loss of generality, we may fix the origin so that for every
[TABLE]
The diffeomorphisms and introduced in §2.3 can be both taken equal to the identity, so that, in a neighborhood of the origin, the diffeomorphisms defined in (3.2) simply read
[TABLE]
Accordingly, the decomposition result in Theorem 3.4 states that the solution to the wave equation (2.2)-(2.3) can be decomposed as
[TABLE]
where, for brevity, we have set . We recall that , , , for every , , , and .
Let us now compute the partial derivatives of . Since
[TABLE]
we get
[TABLE]
We claim that
[TABLE]
for every .
In fact , , , , and are functions in for every ; by the Sobolev embeddings theorem we deduce that each of the previous functions belongs to for every ; using also the explicit form of and , one can also check that both of these functions are elements of . Having this in mind, we can easily conclude that the products of each term appearing in (4.2) with each term appearing in (4.3), except , are functions in for every .
Lemma 4.2**.**
Let with and and define to be the upper half plane in . Let be bounded, continuous at the origin, and call a modulus of continuity for at . Then
[TABLE]
where
[TABLE]
In particular, for every bounded and continuous at the origin, we have
[TABLE]
Proof.
After a change of variable on the integral in (4.4), we can rewrite it as
[TABLE]
Note that
[TABLE]
therefore
[TABLE]
Using the estimate
[TABLE]
valid for every , we can continue the above chain of inequalities with
[TABLE]
which is (4.4), and the proof is concluded. ∎
Lemma 4.3**.**
Let , let be a Lipschitz curve, and set . For every define . Then for each and for each bounded and such that
[TABLE]
we have
[TABLE]
where is the trace on from above and
[TABLE]
Equivalently,
[TABLE]
where is the trace on from below and
[TABLE]
Proof.
It is enough to apply the coarea formula to the Lipschitz maps . ∎
Remark 4.4**.**
In what follows we compute the energy balance in the case of homogeneous Neumann conditions on the whole . However, the same proof applies with no changes to the case of Dirichlet boundary conditions. For example, to treat the homogeneous Dirichlet condition on , it is enough to check that the time derivative of the solution has still zero trace on , in such a way that it still remains an admissible test function. But this is simply because the incremental quotient in time converges to as , strongly in in a sufficiently small neighborhood of , so that has still zero trace on the Dirichlet part of the boundary.
Analogously, if we prescribe a regular enough non-homogeneous Dirichlet boundary condition, we can rewrite the wave equation changing the forcing term appearing in its right-hand side, and turn the non-homogeneous Dirichlet condition into a homogeneous one. Also in this case, the computations follow unchanged.
Proposition 4.5**.**
Let be a Lipschitz regular domain, and let \big{(}\Gamma(t)\big{)}_{t\in[0,1]} be a family of rectilinear cracks inside , of the form
[TABLE]
where and for every .
Suppose that a function can be decomposed as in (4.1) and satisfies the wave equation with homogeneous Neumann boundary conditions on the boundary and on the cracks:
[TABLE]
for a.e. , with initial conditions and . Then for every , satisfies the energy balance
[TABLE]
if and only if the stress intensity factor is constantly equal to in the set .
Proof.
By hypothesis the function can be decomposed as , where , is a cut–off function supported in a neighborhood of the moving tip of , and
[TABLE]
where .
Fix . For every define . Since , we can use it as test function in (4.5), and we get
[TABLE]
Using integration by parts with the fact that is absolutely continuous, we obtain
[TABLE]
and passing to the limit as , by dominated convergence Theorem, we have
[TABLE]
Analogously, taking the limit as in the second term in the left-hand side and in the right-hand side of (4.7), we have, respectively,
[TABLE]
The most delicate term is the third one in the left-hand side of (4.7). First of all, we write the partial derivatives explicitly:
[TABLE]
Moreover, if we set , we have
[TABLE]
and
[TABLE]
Thanks to Remark 4.1, we know that the only contribution to the limit as is given by the following term:
[TABLE]
Therefore, we need to compute
[TABLE]
To this aim, we set and we decompose as , where is the integral restricted to the upper half plane and is the integral restricted to the lower half plane .
Let us focus on .
For brevity, we write for every . Then the gradient of reads
[TABLE]
Thus we get
[TABLE]
We notice that the last two terms in (4.9) have integrands which are bounded on the domains of integration, and so passing to the limit as goes to [math] they do not give any contribution. Thus we only have to analyze the first term of (4.9). Recalling that \zeta(x,t)=\zeta\big{(}\Phi_{1}(t,x),x_{2}\big{)}, \overline{S}(t,x)=S\big{(}\Phi_{1}(t,x),x_{2}\big{)}, , and making the change of variable , we rewrite the first term of (4.9) as
[TABLE]
where the interval denotes the segment .
Notice that
[TABLE]
and that the function is bounded and continuous in , therefore we are in a position to apply Lemma 4.2, which gives, in the limit as ,
[TABLE]
Arguing in the very same way, we can show that the limit as of the second term of (4.10), thanks to the presence of , is zero. This means that the limit of is
[TABLE]
and, similarly,
[TABLE]
All in all,
[TABLE]
Thanks to the estimate in (4.4), we infer that the family of functions are dominated on by a bounded function, and the same holds for ; by the dominated convergence Theorem, we can pass the limit in (4.8) inside the integral in time, and we can write
[TABLE]
So we deduce that the energy balance in (4.6) holds for every if and only if the stress intensity factor is equal to whenever . ∎
Remark 4.6**.**
We underline that our approach is different to that of Dal Maso, Larsen, and Toader [4, §4]: in order to derive the energy balance associated to a horizontal crack opening with constant velocity , they prove that the kinetic+elastic energy of is constant in the moving ellipse centered at the crack tip , for some small , and they make the explicit computation of the energy in .
We now generalize the previous result to non straight cracks.
Theorem 4.7**.**
Let be a Lipschitz regular domain, and let \big{(}\Gamma(t)\big{)}_{t\in[0,1]} be a family of growing cracks inside . Assume that there exists a bi-Lipschitz map with the following properties:
- (1)
, where and for every , 2. (2)
\mathcal{H}^{1}\big{(}\Lambda(\Gamma(t)\setminus\Gamma(0))\big{)}=\mathcal{H}^{1}\big{(}\Gamma(t)\setminus\Gamma(0)\big{)}\text{ for every }t\in[0,1], 3. (3)
.
Suppose that a function can be decomposed as in (4.1) and satisfies the wave equation with homogeneous Neumann boundary conditions on the boundary and on the cracks:
[TABLE]
for a.e. , with initial conditions and . Then for every , satisfies the following energy balance
[TABLE]
if and only if the stress intensity factor is constantly equal to in the set .
Proof.
In view of (4.1), we have , with , a cut–off function supported in a neighborhood of the moving tip of , and
[TABLE]
where .
As in the proof of Proposition 4.5, we fix and, for every , we define . Since , we can use it as test function in (4.11), and we get
[TABLE]
Integrating by parts, we easily obtain
[TABLE]
The asymptotics as of the third term in the left-hand side of (4.13) is more delicate to handle. To simplify the notation, we set
[TABLE]
Using Lemma 4.3 and Remark 4.1, as in the proof of the previous proposition in the rectilinear case, we have that the only contribution to the limit as is given by the term
[TABLE]
where , , and . In the last equality we used the coarea formula applied with the Lipschitz change of variables .
Thanks to our construction of , for any belonging to a suitable small neighborhood of we have
[TABLE]
where is a continuous function such that . The last term in (4.17) can be split as
[TABLE]
By construction of , each line parallel to is mapped by into a level set of ; more precisely , and this means that on the set of points , we have
[TABLE]
where, for brevity, we have set for every .
Since is a bi-Lipschitz map, is bounded, thus by hypothesis (3) we have
[TABLE]
for every .
Moreover, in view of assumption (3), we have that is continuous on the compact set , hence uniformly continuous; therefore, proceeding exactly as in the proof of Proposition 4.5, we can write
[TABLE]
Again by hypothesis (3), we can apply estimate (4.4) and deduce that the sequence of integrands in (4.18) is dominated in , so that we can apply the Dominated Convergence Theorem to deduce
[TABLE]
By combining (4.13) with (4.14)-(4.16) and 4.19, we infer that
[TABLE]
Hence, the energy-dissipation balance (4.12) is satisfied if and only if
[TABLE]
which is true if and only if is equal to whenever . This concludes the proof. ∎
Remark 4.8**.**
Our approach is constructive and allows us to show the existence of pairs satisfying the energy-dissipation balance (4.12). Under the standing assumptions on , it is enough to take associated to (which of course is ), where is a suitable cut–off function supported in a small neighborhood of the origin. In order to ensure the homogeneous Neumann condition on the fracture, we choose satisfying for every . This can be achieved, e.g., by taking , where has compact support contained in and satisfies in , for some .
Remark 4.9**.**
When in equation (1.1) the matrix is (possibly) not the identity, an energy balance similar to (4.20) is still valid: for every , there holds
[TABLE]
where is a function depending only on , , and , and it is given by
[TABLE]
Here and denote the square root of the symmetric and positive definite matrices and , respectively, and and are the tangent and normal unit vectors to at the point , respectively. In this case, the energy-dissipation balance (1.3) holds true if and only if the stress intensity factor satisfies
[TABLE]
during the crack opening, namely when .
In order to derive formula (4.21), we use the decomposition result (3.6) rewritten as
[TABLE]
where is the singular part of the solution relative to the transformed curve . Then we proceed as in the previous theorem and proposition: we test the PDE with (where ), and as before, we note that the only delicate term is the one that converges to the integral in the left hand-side of (4.21):
[TABLE]
By applying the change of variables , we can rewrite the space integral in the previous expression as follows:
[TABLE]
Finally, we work on the transformed curve , exactly as in the previous theorem, using the property of the singular part together with the following facts: by construction, is a continuous function which agrees with the identity on the points of ; is a continuous function equal to on the points of , where denotes the normal unit vector to at the point ; the velocity of the curve satisfies ; finally, is a continuous function equal to on the points of .
Remark 4.10**.**
We underline that Proposition 4.5, Theorem 4.7, and Remark 4.9 give an important quantitative information on and : for every
[TABLE]
In particular, in the set the stress intensity factor coincides with the function . On the other hand, nothing can be said for the times for which .
Acknowledgments.
The first two authors are members of the Gruppo Nazionale per l’Analisi Matematica, la Probabilità e le loro Applicazioni (GNAMPA) of the Istituto Nazionale di Alta Matematica (INdAM). The work of M. Caponi has been partially supported by the INdAM – GNAMPA project 2018 Problemi non lineari alle derivate parziali (Prot_U-UFMBAZ-2018-000384).
The reference list from the paper itself. Each links out to its DOI / PubMed record.
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- 3[3] G. Dal Maso, I. Lucardesi : The wave equation on domains with cracks growing on a prescribed path: existence, uniqueness, and continuous dependence on the data, Applied Mathematics Research e Xpress 2017 , no.1, 184–241 (2017)
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