Abstract
Our study deals with a thermoelastic body with pores. We have added a new independent variable, namely the time derivative of the voidage. Within the theory of such media, we analyze the spatial and temporal evolution of solutions. For the spatial behavior, we will prove certain estimations of the Saint-Venant type, in the situation the bodies are bounded. In the case the bodies are unbounded bodies, to describe the spatial evolution we consider certain estimations of the Phragmén–Lindelöf type.
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1 Introduction
The considerations from our study can be used in applications regarding porous bodies, such as geological bodies, some granular solids and so on.
The granular theory of Goodman and Cowin from [1] is considered the first investigation on porous media. Here and, also, in the paper [2], the researchers introduced a supplementary degree of freedom to develop the mechanical evolution of solids with voids so that the interstices are voids and matrix is an elastic material. There are many applications of this theory, as such materials of geological type, like soil and rocks and, also, in artificially manufactured materials with pores, as such, ceramics media and pressed powders. In the theory of Cowin and Nunziato and also in the paper [3], the materials are non-conductors of heat. The basic concept of these theories is that for these materials the bulk density is stated as a product of two fields, the volume fraction field and the matrix material density (see also, [4,5,6]). After that, the theory was extended by Iesan in [4] to cover the materials with voids for which it is considered the thermal effect. However, the author does not consider the fact that the changes in the volume fraction have effect on the internal dissipation in the material.
The constitutive equations for porous elastic bodies with incompressible matrix material are derived in [7]. Chirita and Ciarletta proposed in [8] a time-weighted power function which we will use in the following. Ciarletta and Scarpetta in [9] give a variational characterization of Gurtin type for the incremental problem of thermoelasticity for porous dielectric materials. Some refinements to the behavior of solutions for different kind of bodies with microstructure and voids can be found in [10,11,12,13,14,15,16,17,18,19,20,21]. In our paper, we intend to generalize the theory of Cowin and Nunziato in order to cover the dipolar thermoelastic bodies with voids. To this aim, we consider the time derivative of the voidage as a new variable in the set of the constitutive variables. This is to take into account the inelastic effects.
2 Basic equations and conditions
We consider a regular domain D of the Euclidean space \(R^{3}\) occupied at the moment \(t=0\) by a material which is dipolar elastic and have voids. The boundary of D is denoted by \(\partial D\) and is an enough regular surface to allow the application of the theorem of divergence. In the initial state of the body, the relation between the density of bulk, the density of matrix and the fraction of the matrix volume is given by:
where \(\gamma _0\) and \(\nu _0\) are constants regarding the spatial variables. In order to describe the evolution of our dipolar body with pores, we will use the following independent variables:
-
\(v_m(x,t),\;\phi _{mn}(x,t)\)—the components of displacement and of dipolar displacement with regard to the initial configuration;
-
\(\vartheta \)—the variation of the temperature from \(T_0\), i.e., \(\vartheta (x,t)=T(x,t)-T_0\);
-
\(\varphi \)—the variation in volume fraction, regarding the initial configuration, i.e., \(\varphi (x,t)=\nu (x,t)-\nu _0\). With the help of the motion variables, we can define the tensors of strain, namely \(e_{mn}\), \(\epsilon _{mn}\), \(\gamma _{mnr}\) by means of the following kinematic equations:
We will assume that the body has no flux rate, no intrinsic equilibrated mass forces and it has zero initial stress and dipolar stress. In all what follows, we will take into account only linear equations and conditions. Hence, we have to suppose that the internal energy is a quadratic application, with respect to its constitutive functions. Consequently, the energy principle helps us to state the internal energy in the following form:
We can use a procedure proposed in the paper Nunziato and Cowin [3] in order to obtain:
In this way, we obtain the connections between the tensors of deformation and the stress, namely the constitutive equations:
Based on the fact that the tensor of deformations \(e_{ij}\) is a symmetric one (see Eq. (1)\(_1\)), we obtain the following relations of symmetry:
With the help of the same suggestion from Nunziato and Cowin [2], we can deduce the next main balances (see also [4]):
- the equations of motion:
- **the equation of the equilibrated forces:
- the balance of the energy:
In above equations remained unspecified the next notations: S— the mass entropy, k—the inertia of balancing, \(I_{mn}\)—the inertia, \(h_{m}\)—a vector of stress, \(q_{m}\)—the vector of flux of heat, \(f_{m}\), \(g_{m}\), l—body forces and r— heat supply. The entropy inequality implies
The motion equations (5) are similar to the classical motion equations of motion and Eq. (6) is the same balance of energy as the classical case. A new equation is (5), which is for the balance of equilibrated force. A motivation for the presence of this equation can be made using a variational reason, as proposed in [2].
Suppose the coefficients in the constitutive relations (3) are functions of class \(C^1(\bar{D})\). Moreover, we suppose that the functions a, \(\varrho \) and \(\kappa \) are strictly positive in the domain \(\bar{D}\), that is
where \(\varrho _0,\;\kappa _0 (x)\) and \(a_0\) are constants. The conductivity tensor \(k_{mn}\) is positive definite, is symmetric and satisfies the conditions:
where \(k_m\) and \(k_M\) represent the minimum value and maximum value of the conductivity tensor, respectively. Considering the constitutive relation \((3)_6\) and using the inequality of Schwartz, the double inequality (10) led to:
such that we can conclude that
Assume that the function of free energy \(\Psi \), expressed in (2), is a quadratic application for which we can find the constants \(\mu _m>0\) and \(\mu _M>0\) so that the following double inequality is satisfied:
In the following, we will use a linear space, with specific norm, as the set of all components of displacements. This will be denoted by \({{\mathcal {S}}}_{13}\) and is a thirteen-dimensional space containing the displacement fields \(\mathbf{V}\), as follows:
The space \({{\mathcal {S}}}_{13}\) can be equipped with the following inner product
As usual, the norm for a vector field \(\mathbf{W}=\left\{ w_m,\;\psi _{mn},\;\chi \right\} \in {{\mathcal {S}}}_{13}\), induced by this inner product, is given by (see [22, 23]):
It is clear that the state of strain can be characterized with the help of the fields
where, according to (3), we have
Let us introduce the vector space of the strains, that is, having components described in (17). We will denote by \({{\mathcal {E}}}\) the space of the strains and we will endow it with the next norm:
For any \(E\in {{\mathcal {E}}}\), we consider the set S(E) defined by:
where we used the notations:
Considering the above definitions (17), (19), for any \(\mathbf{S}(E)\in {{\mathcal {E}}}\) we introduce the following norm:
Taking into account (17) and (18), we can consider the bilinear application F defined by:
for every \(E^{(\nu )}\in {{\mathcal {E}}}\), where
Taking into account the symmetry relations (7), it is easy to deduce that
Also, after simple calculations it is easy to find that
where \(\Psi \) is the free energy function defined by (2). Based on the double inequality (13), with the help of the Schwarz’s inequality, we can deduce:
By direct calculations, using the relations (20)-(22) we obtain the equality:
By using Eqs. (13), (19), (25) and (26), it results:
Taking into account norm (21) and inequality (27), we get
Given two real numbers a and b, we have:
for any arbitrary positive number \(\varepsilon \). With the help of relations (3), (20) and inequality (29), inequality (28) gives us:
where we have used the notation
In order to complete the basic mixed problem in the context of theory of thermoelastic media with pores and dipolar structure, we need to give some of the boundary relations and initial values. Moreover, we need to add some of the initial values. So, initial values have the form:
We prescribe the boundary relations in the following form:
where \(\partial D_{1}, \partial D_{2}, \partial D_{3}\) and \(\;\partial D_{4}\) with respective complements \(\partial D_{1}^c, \partial D_{2}^c, \partial D_{3}^c\) and \(\partial D_{4}^c\) are subsets of \(\partial D\), \(n_{k}\) are the elements of the normal oriented to the exterior of \(\partial D\). Also \(v_{m}^{0},\; v_{m}^{1},\; \phi _{mn}^{0},\; \phi _{mn}^{1}, \;\vartheta ^{0},\; \varphi ^{0},\; \varphi ^{1},\;{\bar{v}}_{m},\) \({\bar{t}}_{m},\;{{\bar{\phi }}}_{mn},\; {\bar{m}}_{ij}, \; \bar{\varphi },\; {{\bar{\vartheta }}},\; {\bar{q}}\) and \({\bar{h}} \) are prescribed continuous functions in their domains. Introducing Eq. (3) into Eqs. (5), (6) and (7), we obtain the following system of equations
We denote by \({{\mathcal {P}}}\) the mixed problem composed of system of Eq. (37), the initial data (35) and the boundary relations (36). An ordered array \(\left( v_m,\phi _{mn},\varphi ,\vartheta \right) \) is a solution of the mixed problem \({{\mathcal {P}}}\) in the thermoelasticity theory of dipolar porous media, if it satisfies the system of Eq. (34) for all \((x,t)\in \Omega _0=D\times [0, \infty )\), the boundary relations (33) and the initial data (32).
3 Preliminary auxiliary estimates
The integral identities that we demonstrate in this section are helpful in obtaining the behavior of any solution of the mixed problem \({{\mathcal {P}}}\).
Theorem 1
Consider a solution \(\left( v_m,\phi _{mn},\varphi ,\;\vartheta \right) \) of the mixed problem \({{\mathcal {P}}}\). Then, the following law of conservation for the energy is satisfied:
for \(\lambda >0\) a known parameter, the sizes \(t_i,m_i, h\) and q introduced in (33) and for \(t\ge 0\).
Proof
By direct calculations, based on Eq. (37), the constitutive relations (3), the kinematic conditions (1) and the relations of symmetry (7), it results:
In (36), we multiply by \(e^{-\lambda s}\), after that the obtained equality is integrated over \(D\times [0,t]\). But the boundary \(\partial D\) has the degree of regularity that allows the application of the theorem of divergence and, based on this, we obtain the proposed identity (35) and so the proof of Theorem 1 is ended. \(\square \)
Theorem 2
Let \(\left( v_m,\phi _{mn},\varphi ,\vartheta \right) \) be an arbitrary solution of \({{\mathcal {P}}}\). Then, the following equality is satisfied:
Proof
If we use the equations of motion (5)\(_1\) and take into account the kinematic equations (1), it results:
By considering of motion equations (5)\(_2\) and, again, kinematic equations (1), we obtain:
By adding equalities (38) and (39), we find the relation:
Based on the constitutive Eqs. (3)\(_1\) and (3)\(_2\), we have:
On the other hand, using the constitutive relation (3)\(_3\), we deduce:
By adding relations (41) and (42) together, we obtain
Using formulas (3)\(_3\)–(3)\(_5\) and (1), we can write the previous parentheses as follows:
By integrating the equation of energy (7), we obtain the following equality:
With the help of relations (6) and (45), we get:
Based on the constitutive relation (3)\(_6\), equality (46) can be rewritten as follows:
If we enter the results from (43), (44) and (47) into the identity (40), we are led to the equality:
Finally, by integrating identity (51) on \(D\times [0,t]\) and, after that, using the theorem of divergence we obtain equality (40) and so we end the proof of Theorem 2. \(\square \)
Theorem 3
Consider \(\left( v_m,\phi _{mn},\varphi ,\vartheta \right) \) a solution of \({{\mathcal {P}}}\). The following equality is satisfied:
Proof
Using simple calculations, we deduce:
With the help of the motion equations (5)\(_1\), can be rewrite term from the right side of (50) in the following form:
Hence, based on Eq. (51), equality (50) becomes:
Clearly, we have
Based on Eq. (5)\(_2\), the last term in (53) receives the following form:
Considering identity (54), equality (53) can be rewritten as follows:
By adding the relations (55) and (52) and using the kinematic equations (1), we find the following equality:
We now intend to obtain another expression for the last two terms from identity (56). With the help of the constitutive relations (3)\(_1\)-(3)\(_5\), we get:
Considering Eq. (6) for the balance of the equilibrated forces and the kinematic equations (1), we deduce:
Now we use the relation (7) in order to obtain:
We now substitute the results from identities (59) and (58) into (57) and the identity that results is substituted in (56). In this way, we deduce:
Finally, identity (60) is integrated over \(D\times [0,t]\) so that with the help of the theorem of divergence, we find the equality (49) and so we end the proof of Theorem 3. \(\square \)
4 Evolution of solutions
We need some auxiliary results in order to obtain the basic results of the present section, regarding the evolution of solutions of \({{\mathcal {P}}}\), as it is defined in Sect. 2.
We assume that the dipolar porous body occupies, at the initial time \(t=0\), a regular domain D of three-dimensional space \(R^{3}\). The border of D is noted by \(\partial D\) and it must allow the application of the theorem of divergence. Fixing \(T>0\), we can define a new space \(\Omega _T\), consists of any \(x\in {{\bar{D}}}\), in the following situations:
1. If \(x\in D\), then
2. If \(x\in \partial D\), then
From the above situations, we can observe that the space \(\Omega _T\) is, in fact, the support for the boundary and initial conditions and, also, for the body charges for the problem \({{\mathcal {P}}}\), considered on [0, T]. For \(R\ge 0\), we define the set \(\Omega _R\), defined by
Here, we denoted by \({{\bar{S}}(x,t)}\) the ball with center at x and having radius r. We have also noted with \(\Omega ^*_T\) the smallest regular surface of \(\partial D\) that includes \(\Omega _T\).
In what follows, we will use two new notations. So, we will denote by \(B_R\) a subset of D such that \(B_R=D\setminus D_r\) and for \(R_1>R_2\) we set \(B(R_1,R_2)=B_{R_{2}}\setminus B_{R_{1}}\). Another notation is \(S_R\) and it is a subset of \(\partial D_R\), included inside of D and having the normal oriented to the exterior of \(D_R\). Let us consider a solution \(\left( v_m,\phi _{mn},\varphi ,\vartheta \right) \) of the problem \({{\mathcal {P}}}\) and associate it with the following time-weighted surface power function:
This function is well defined for any \(t\in [0,T]\) and any \(R\ge 0\). In (65) \(\lambda >0\) is a given parameter. Also, the functions \(t_M(s)\), \(m_{kl}(s)\), h(s) and q(s) are introduced in Eq. (33). In the following, we will use the integral of function I, denoted by J, defined by:
In the following theorem, we will formulate and prove some properties of the time-weighted surface power function I, defined in (65).
Theorem 4
Consider the time-weighted function I(R, t), corresponding to a solution \(\left( v_m,\;\phi _{mn},\;\varphi ,\;\vartheta \right) \) of problem \({{\mathcal {P}}}\). For every \(t\in [0,T]\) and \(R\ge 0\), the function I(R, t) has the following properties:
(i). If \(\;\;0\le R_2\le R_1\), then
(ii). I(R, t) is a continuous differentiable function, with regard to the variable R. By direct derivation, we obtain:
(iii). I(R, t) is a non-increasing function with respect to R.
(iv). For each \(R\ge 0\), I(R, t) is a solution of differential inequality, of first order, of the form (see also [24]):
in which we have used the notation:
Also, \(\varepsilon _0>0\) is a solution root of the following second-order equation:
(v). Function I(R, t) is positive.
Proof
For \(R_1\ge R_2\ge 0\), we will insert \(B(R_1,R_2)\) instead of D in Theorem 1. Taking into account the definitions of \(B(R_1,R_2)\) and I(R, t), by using identity (35) we obtain the statement i). If we use the hypotheses (9) and (10), taking into account the equality (67) we obtain the affirmation ii). Also, part iii). follows from (67) with the aid of inequalities (13). Let us prove the assertion iv). Applying the inequality of Schwarz and the mean inequality from (65), we get:
Now, the integral from the right-side hand of (72), we equate energy coefficients:
In view of (73) we set
where c has the expression (70). So, taking into account relations (68) and (72) we obtain the relation (69). To prove the result v) it is sufficient to use the definitions of the set \(\Omega _T\) and of the power function I(R, t) and, also, the assertion iii). With this, the proof of Theorem 4 is complete. \(\square \)
Corollary
The function J(R, t) defined in (69) satisfies a first-order differential inequality of the form
where we have used the notation:
in which \(\delta _0(t)\) is a solution of the following second-order equation:
Proof
It is no difficult to prove the inequality:
Using the same procedure as in proof of point iv), in Theorem 4, and taking into account inequality (78), we obtain the inequality (75). \(\square \)
Now we can prove the result on the spatial evolution of any solution of the problem \({{\mathcal {P}}}\) if the domain D is bounded. As such, behaviors will be appreciated by using the functions J(t, R) and I(t, R).
Theorem 5
Consider a bounded domain D and the time-weighted function I(R, t), corresponding to a solution \(\left( v_m,\;\phi _{mn},\;\varphi ,\;\vartheta \right) \) of the mixed problem \({{\mathcal {P}}}\). We assume that the body charges, the boundary relations and initial values have as support the set \(\Omega _T\), included in the interval [0, T]. For each \(t\in [0,T]\), any solution of \({{\mathcal {P}}}\) decays, regarding to the measures I(t, R) and J(t, R), namely
where the diameter \(D_d\) is for the domain \(D\setminus \Omega _T^*\).
Proof
In view of the fact that I(R, t) is a positive function and taking into account the expression of the function J(t, R), we can rewrite both differential inequalities that are fulfilled by the functions I(t, R) and J(t, R) in the following form:
If we integrate inequality (81) with respect to variable R, we obtain the estimation (79), and by integrating inequality (82) with regard to R, then we deduce the estimation (80). So, the proof of Theorem 5 is completed\(\square \).
We now propose to evaluate the spatial evolution of solution of the mixed problem \({{\mathcal {P}}}\) in the situation the dipolar thermoelastic body with pores occupies a domain which is unbounded. In order to achieve this, we will use certain estimations of the Phragmén–Lindelöf type.
Theorem 6
Let us consider a domain D, which is unbounded, and the time-weighted function I(r, t), corresponding to a solution \((v_m,\;\phi _{mn},\;\varphi ,\;\vartheta )\) of the mixed problem \({{\mathcal {P}}}\), defined on D. We assume that the body charges and the boundary and initial values have as support the set \(\Omega _T\), included in [0, T]. For each fixed \(t\in [0,T]\), the corresponding solution of the mixed problem \({{\mathcal {P}}}\) spatially decays, with respect to functions J(t, R) and I(t, R), in accordance to one of the next cases:
1. If \(\;\;I(t,R)\ge 0\) for all \(R\ge 0\), then
2. Suppose \(\;\exists R_1\ge 0\) so that \(I(t,R_1)< 0\). Then, from Theorem 4, point iii), we get \(I(t,R)\le I(t,R_1)<0\) and \(J(t,R)<0\), for all \(R\ge R_1\). In addition, the following estimates hold:
Proof
Taking into account the fact I(t, R) is a non-increasing function with respect to r, according to Theorem 4, part (iii), we obtain:
Then, we are led to the conclusion that the differential inequality (69), fulfilled by the function I(t, R), can be stated in the form (81). So, we obtained the estimation (83). Similarly, inequality (75), fulfilled by the function J(t, R), can be stated as in (82). So, we obtained the estimation (84). If we assume that there exists \(R_1\ge 0\) so that \(I(t,R)\le 0\), then from Theorem 4, part iii) we obtain:
for any \(R\ge R_1\). Under these conditions, the differential inequality (69) becomes:
and hence, by integration with respect to R, we obtain (85). Also, since \(I(t,R)\le 0\) we obtain \(J(t,R)\le 0\), considering the expression (66) of the function J(t, R). Because of this, inequality (75) becomes:
and hence, by integration with respect to R, we obtain (86). This ends the proof of Theorem 6. \(\square \)
5 Conclusions
Let us make an analysis of the previous estimates demonstrated in our study. So, we deduced the estimates (79), (83) and (85), which are conveniently for certain short moments of time, while the estimations (80), (84) and (86) are conveniently for certain long values of the time variable. This is why we have coupled the demonstrations of the previous estimates, like this: (79) is coupled with (80), (83) is coupled with (84), and (85) is coupled with (86). With these couplings, we can get a comprehensive description for the spatial evolution of any solution of the mixed problem \({{\mathcal {P}}}\).
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Marin, M., Öchsner, A. & Othman, M.I.A. On the evolution of solutions of mixed problems in thermoelasticity of porous bodies with dipolar structure. Continuum Mech. Thermodyn. 34, 491–506 (2022). https://doi.org/10.1007/s00161-021-01066-4
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DOI: https://doi.org/10.1007/s00161-021-01066-4