On Entropy Flux Heat Flux Relation in Thermodynamics with Lagrange Multipliers

Size: px
Start display at page:

Download "On Entropy Flux Heat Flux Relation in Thermodynamics with Lagrange Multipliers"

Transcription

1 Continuum Mech. Thermodyn. (1996) 8: On Entropy Flux Heat Flux Relation in Thermodynamics with Lagrange Multipliers I-Shih Liu Instituto de Matemática Universidade do rio de Janeiro, Caixa Postal 68530, CEP , Rio de Janeiro, Brazil A typical problem often encountered in thermodynamics with Lagrange multipliers is to deduce the relation between the entropy flux and the heat flux from conditions imposed by the entropy principle employing the general entropy inequality. This problem is usually trivial if linear constitutive relations are assumed, and otherwise it can be quite difficult even though such a relation is expected. In this paper, we shall try to formulate such a problem in general and prove as theorems. Some previous thermodynamic theories with Lagrange multipliers are mentioned as typical examples. 1 Introduction Statement. Let Φ and q be isotropic vector functions of an arbitrary number of vector and tensor variables. Then Φ = Λ q, (1) where Λ is a scalar function, if for every one of the vector variable v the following relation in components holds, + Φ ( j qi = Λ + q ) j. (2) v j v i v j v i This statement is a typical problem arises in thermodynamics with Lagrange multipliers [1], for various classes of isotropic materials, in its exploitation of the 1

2 entropy principle based on the general entropy inequality for supply-free bodies, ρ η + div Φ 0, (3) first proposed by Müller ([2, 3]). In most of such theories, relations of the forms (2) were encountered and the entropy flux - heat flux relation (1) is asserted. The scalar function Λ is the Lagrange multiplier to be identified as the reciprocal of the absolute temperature in the theory. In the classes of isotropic materials involved only one or two constitutive vector variables [4, 5], the assertion of the statement is a straight forward proof using the well-known representation theorem for isotropic vector functions. In more general case, the assertion is either a nearly trivial consequence from the assumed linear constitutive representation for the entropy flux Φ and the heat flux q on the variable v [6], or a result from a formidable task based on the polynomial isotropic representations and series expansions [7, 8]. In some cases [9], the proportionality relation (1) has been adopted without a proof and the validity of the statement is merely speculated. The difficulty in proving the the proportionality between the entropy flux and the heat flux in more sophisticated material classes from condition (1), greatly restrains the furtherance and the sympathy of the rational thermodynamics with Lagrange multipliers based on the general entropy inequality (3). On the other hand, it also raises the question of whether such a statement is valid in general. In this paper, we shall see indeed it is not true as stated, and we shall prove the entropy flux - heat flux relation (1) under some additional conditions. Those conditions are usually encountered alongside the condition (2) in most of the thermodynamic theories with Lagrange multipliers, but have seldom been reckoned as necessary for the assertion of the entropy flux - heat flux relation (1). 2 A Counter Example First we shall recall the definition of isotropic functions. Let L(V ) be the space of second order tensors on a three-dimensional vector space V, and O(V ) be the group of orthogonal tensors on V. We say that φ, h, and S are isotropic scalar, vector, and tensor functions respectively, if for any v V, A L(V ), we have φ(qaq T, Qv) = φ(a, v), h(qaq T, Qv) = Q h(a, v), S(QAQ T, Qv) = Q S(A, v) Q T, for any Q O(V ). The isotropic functions of arbitrary number of vectors and tensors are similarly defined. General solutions of isotropic functions are usually given in the so-called representation theorems available in the literature (see [10, 11]). 2

3 Let Φ and q be vector functions and Λ be a scalar function of three vector variables (u, v, w) given by Φ = γ u v, q = γ 1 u v, Λ = γ 2, (4) where γ = u v w is assumed not to vanish. One can easily verify that they are isotropic functions, 1 since for any orthogonal tensor Q, Qu Qv = (det Q) Q(u v), Qu Qv Qw = (det Q) (u v w), and they satisfy the following relations: + Φ ( j qi = Λ + q ) j, u j u i u j u i + Φ ( j qi = Λ + q ) j, (5) v j v i v j v i = Λ q i. w j w j However, from (4) it follows that Φ Λ q = 2γ u v. This is a counter example to the statement given in the introduction. Other counter examples can be constructed by giving Λ(γ) as an even function of γ and defining Φ = φ(γ) u v, q = κ(γ) u v, with φ(γ) and κ(γ) given by κ = α ( dλ ) 1, φ = Λ κ + α γ, dγ and α being a constant. They satisfy the relations (5) and Φ Λq = αγ u v. 3 Preliminary Lemmas For the proof of the main theorem, we shall first establish two simple lemmas. 1 Note that the expression Φ = (u v w) (u v) can also be written as Φ = ((w v)(v u) (w u)(v v)) u+((w u)(v u) (w v)(u u)) v+((u u)(v v) (v u) 2 )) w, confirmed to the usual representation theorem. 3

4 Lemma 1. Let F(Q) be a function (scalar-, vector-, or tensor-valued) defined on L(V ) and suppose that F(Q) = 0 for any Q O(V ). Then the gradient of F at the identity tensor is symmetric, i.e., for any skew symmetric W L(V ), Q F(1 )[W ] = 0. Proof. For W = W T and 0 < ε 1, since (1 +εw )(1 +εw ) T = 1 ε 2 W 2, the tensor 1 +εw is orthogonal to within second order terms o(2) in ε. In other words, there exist an Q W O(V ) such that 1 + εw = Q W + o(2). By the assumption we have F(Q W ) = 0 and F(1 ) = 0. Consequently, by the definition of the gradient, Q F is a linear transformation on L(V ) and F(1 + εw ) F(1 ) = Q F(1 )[εw ] + o(2), = F(Q W + o(2)) F(Q W ) = Q F(Q W )[o(2)] + o(2) = o(2), which implies that the first order term ε Q F(1 )[W ] must vanish, and the lemma is proved. Lemma 2. Let h(a, v) be an isotropic vector function. Then the function h satisfies the following relation, ( hi (δ ij h k δ ik h j ) = v k h ) ( i hi v j + A kl + h i A lk h i A jl h ) i A lj. v j v k A jl A lj A kl A lk Proof. If we define F(Q) = h(qaq T, Qv) Q h(a, v). Then it follows that Q F(1 )[W ] = A h[w A + AW T ] + v h[w v] W h. Since h(a, v) is an isotropic function, we have F(Q) = 0 for any Q O(V ), and hence by the Lemma 1 we obtain, in the terms of components, ( hi A kl + h i A lk + h ) i v k δ ij h k W jk = 0, A jl A lj v j for any skew symmetric tensor W. Therefore the lemma is proved. One can easily extend the above lemma to the case of an isotropic vector function of an arbitrary number of vectors and tensor variables, (δ ij h k δ ik h j ) = v ( hi v j v k h i v k v j ) + A ( hi A jl A kl + h i A lj A lk h i A kl A jl h i A lk A lj ), where the summations are taken over all the vector and the tensor variables respectively. 4

5 4 The Proportionality Theorem Now we shall restate the main problem in the following theorems, but first let us introduce the following abbreviations: k i = Φ i Λq i, H v ij = v j Λ q i v j, H A ijk = A jk Λ q i A jk. (6) Theorem 1. Let Φ and q be isotropic vector functions, and Λ be an isotropic scalar function, of an arbitrary number of vector and tensor variables. Assume that i) for N vector variables v a, a = 1,, N, ( Φi v a j + Φ ) ( j qi vi a Λ vj a ii) for every other vector variable u, + q ) j vi a = 0, (7) u j Λ q i u j = 0, (8) iii) for every tensor variable A, A jk Λ q i A jk = 0. (9) Then Λ is a constant and Φ = Λ q, holds, for N = 1 and for N = 2 with the assumption that q and v 1 v 2 be functionally independent 2 Proof. With the abbreviations (6), the assumption (i) implies that H va ij is skew symmetric, H va ij + H va ji = 0, (10) and the assumptions (ii) and (iii) give H u ij = 0, H A ikj = 0. 2 By functional independence of a function h from a set {v, u, } we mean the function h can not be expressed as a linear combination of {v, u, } with scalar functions depending on {v, u, } as coefficients not all vanishing simultaneously. See the concept of functional independence in the representation theorems [10]. 5

6 Applying Lemma 2 to the vectors Φ and q, we have (δ ij Φ k δ ik Φ j ) = v (δ ij q k δ ik q j ) = v ( Φi v j v k v k v j ) + A ( qi v j v k q i v k v j ) + A ( Φi A jl A kl + A lj A lk A kl A jl A lk A lj ), ( qi A jl A kl + q i A lj A lk q i A kl A jl q i A lk A lj ), where the summations are taken over all vector variables (including the vectors v a and all other vectors u) and all tensor variables respectively. Multiplying the second equation with Λ and subtracting it from the first one, we obtain by the use of the abbreviations (6) and the assumptions (ii) and (iii), (δ ij k k δ ik k j ) = (H a ij vk a H a ik vj a ), (11) in which for simplicity, we have written H a ij for Hva ij. This implies that k 1 = H a 12 v2, a k 2 = H a 23 v3, a k 3 = H a 31 v1, a (12) and the following system of six equations: (H a 12 v2 a + H a 31 v3) a = 0, (H a 23 v3 a + H a 12 v1) a = 0, (H a 31 v1 a + H a 23 v2) a = 0, (H a 12 v3 a + H a 31 v2) a = 0, (H a 23 v1 a + H a 12 v3) a = 0, (13) (H a 31 v2 a + H a 23 v1) a = 0, by the use of the relation (10). The three equations on the right of (13) reduce to H a 12 v3 a = 0, H a 23 v1 a = 0, H a 31 v2 a = 0. (14) We shall now proceed to prove the theorem for N = 1 and for N = 2 separately. 6

7 For N = 1, since v 1 0 in general, from (14) we obtain H 1 12 = 0, H 1 23 = 0, H 1 31 = 0. Therefore from (12) it follows that k must vanish, in other words, the relation Φ = Λ q holds. By the substitution of the relation Φ = Λ q into the conditions (7), (8), and (9), it follows immediately that the partial derivatives of Λ with respect to all the vector and the tensor variables must vanish, since in general the vector function q need not vanish, and the theorem is proved for N = 1. For N = 2, from (13) and (14) we have the following linear system of six equations for six variables (H 1 23, H 1 31, H 1 12, H 2 23, H 2 31, H 2 12), H 1 12 v H 1 31 v H 2 12 v H 2 31 v 2 3 = 0, H 1 23 v H 1 12 v H 2 23 v H 2 12 v 2 1 = 0, H 1 31 v H 1 23 v H 2 31 v H 2 23 v 2 2 = 0, (15) H 1 12 v H 2 12 v 2 3 = 0, H 1 23 v H 2 23 v 2 1 = 0, H 1 31 v H 2 31 v 2 2 = 0. The coefficient matrix of this system is of rank equal to 5, and the system admits a one-parameter solution given by H 1 23 v 2 1 = H1 31 v 2 2 = H1 12 v 2 3 = H2 23 v 1 1 = H2 31 v 1 2 = H2 12 v 1 3 = γ, which imply from (12) that k = Φ Λ q = γ (v 1 v 2 ), (16) where γ is a scalar function of the vector and the tensor variables. By the relation (16), the assumptions (ii) and (iii) lead to Λ X q i + γ X (v1 v 2 ) i = 0, where X stands for the components of of any vector variable u and any tensor variable A. Since q and v 1 v 2 are functionally independent by assumption, the above relations are possible only if both Λ and γ are independent of u and A. Therefore, Λ and γ are functions of v 1 and v 2 only, Λ = Λ(v 1, v 2 ), γ = γ(v 1, v 2 ). Consequently, we also have k = k(v 1, v 2 ). 7

8 On the other hand, since k = Φ Λ q is an isotropic vector function, it can be represented by, k = k 1 v 1 + k 2 v 2, or we have γ v 1 v 2 = k 1 v 1 + k 2 v 2, where k 1 and k 2 are isotropic scalar functions of (v 1, v 2 ). Taking inner product of this relation with v 1 v 2 we obtain γ (v 1 v 2 ) (v 1 v 2 ) = 0, which implies that γ must vanish. Therefore k = 0 and the relation Φ = Λ q holds. Finally, by the substitution of Φ = Λ q into (7), it follows that the partial derivatives of Λ with respect to v 1 and v 2 must vanish. Therefore Λ is independent of any vector and tensor variables. This completes the proof for N = 2. The assumption that q must be functionally independent from v 1 v 2 is physically reasonable, since one of the vectors v a is the temperature gradient, and usually the component of the heat flux vector q in the direction of the temperature gradient does not vanish. Corollary 1. Theorem 1 remains valid, i) if for any symmetric tensor variable A, the condition (9) is replaced by ( Φi + Φ ) ( j qi Λ + q ) j = 0; (17) A kj A ki A kj A ki ii) by if for any skew symmetric tensor variable W, the condition (9) is replaced ( Φi Φ ) ( j qi Λ q ) j = 0. (18) W kj W ki W kj W ki Proof. With the abbreviation (6), the assumptions becomes H A ikj = H A jki, H W ikj = H W jki, and since A is symmetric and W is skew symmetric, we also have H A ikj = H A ijk, H W ikj = H W ijk. 8

9 Combining these conditions, we can obtain H A ikj = H A jki = H A jik = H A kij = H A kji = H A ijk = H A ikj, H W ikj = H W jki = H W jik = H W kij = H W kji = H W ijk = H W ikj. Therefore, H A ikj and HW ikj must vanish. In other words, both conditions (17) and (18) imply the condition (9) when the tensor variable A is symmetric and skew symmetric respectively. For the case N > 2 and conditions more general than the ones given in the previous theorem, sometimes encountered in a more complicated constitutive class, we can prove the following theorem. Theorem 2. Let Φ and q be isotropic vector functions, and Λ be an isotropic scalar function, of an arbitrary number of vector and tensor variables. Assume that i) for vector variables v a, a = 1,, N, ( Φi vj a + Φ ) ( j qi vi a Λ vj a + q ) j vi a = 0, (19) ii) for every other vector variables u a, a = 1,, M, u a j Λ q i u a j = µ a δ ij, (20) iii) for every tensor variables W a, a = 1,, L W a jk Λ q i W a jk = λ a ε ijk, (21) in particular, if W is symmetric then it reduces to the condition (9). Then Φ i Λ q i = a,b=1 a<b γ ab (v a v b ) i + M µ a u a i + λ a ε ijk Wjk, a (22) where γ ab as well as µ a, λ a are scalar functions. Proof. By the use of Lemma 2 and the abbreviations (6), the present assumptions lead to (δ ij k k δ ik k j ) M = (H a ij vk a H a ik vj a )+ µ a (δ ij u a k δ ik u a j )+ 2λ a (ε ijl Wkl a ε ikl Wjl). a 9

10 Note that in the last term, the summation is taken over all skew symmetric tensor variables only. It implies that M k 1 = H a 12 v2 a + µ a u a 1 + M k 2 = H a 23 v3 a + µ a u a 2 + M k 3 = H a 31 v1 a + µ a u a 3 + 2λ a W23, a 2λ a W31, a 2λ a W12, a (23) and a system of six equations identical to the system (13). Therefore, the case for N 2 is already proved in Theorem 1. Now we shall prove the general case. Since H a ij is skew symmetric, it can be associated with an axial vector ha k by H a ij = ε ijk h a k, and the system (13) become (h a 3 v2 a + h a 2 v3) a = 0, (h a 1 v3 a + h a 3 v1) a = 0, (h a 2 v1 a + h a 1 v2) a = 0, (h a 3 v3 a + h a 2 v2) a = 0, (h a 3 v3 a + h a 1 v1) a = 0, (h a 2 v2 a + h a 1 v1) a = 0. This system of equations for h a k can be solved and it yields the following solutions, with the scalar functions γ ab = γ ba as parameters, h a k = γ ab vk, a b=1 Substitution of this relation into (23) gives immediately the result (22) and the theorem is proved. Corollary 2. Theorem 2 with the additional assumption that γ ab and λ a be constants implies Φ i Λ q i = M µ a u a i. (24) 10

11 Proof. Since k = Φ Λ q is an isotropic vector function of (v a, u a, W a ) it satisfies k(qv a, Qu a, QW a Q T ) = Q k(v a, u a, W a ), for any orthogonal tensor Q, and from (20) µ a are isotropic scalar functions. With Qv a Qv b = (det Q) Q (v a v b ) and ε ijk Q ip Q jq Q kr = (det Q) ε pqr, we obtain from (22), a,b=1 a<b γ ab v a v b + 2λ a w = (det Q) ( a,b=1 a<b γ ab v a v b + 2λ a w), where w is the axial vector associated with the skew symmetric tensor W. By taking Q = 1, it follows that a,b=1 a<b γ ab v a v b + 2λ a w = 0, and the corollary is proved. We have not given any conditions sufficient to guarantee the constancy of those scalar functions in the last theorem as we have done in Theorem 1, since such conditions are assumptions on constitutive functions and they can be made more realistic and understandable in the specific problem. 5 Remarks on Some Previous Theories In the exploitation of the entropy inequality with Lagrange multipliers, conditions of the form (7), namely only the symmetric parts vanish, are encountered for vector variables which are the gradients of some scalar functions, for example the temperature gradient. For other vector variables usually conditions of the form (8) are obtained. On the other hand, for tensor variables the conditions (9) (or the condition (17) for symmetric tensor variables) are also encountered usually in the process. Therefore, although we have proved the theorem with more assumptions than the one in the original statement put forth in the introduction, Theorem 1 would be applicable to many material classes whose constitutive functions depend on not more than two vector variables for the conditions of the form (7) (N 2). In the following, we shall comment on some of the previous theories with the application of the present theorem to the assertion of the proportionality between the entropy flux and the heat flux. 11

12 5.1 Theories with one or two vector variables For the theory of rigid heat conductors [5] with only one constitutive vector variable, the temperature gradient, and for the theory of a non-simple fluid [4] with two constitutive vector variables, also the density gradient, the entropy flux - heat flux relation (1) can be proved in a straightforward manner using the general isotropic representation theorems. Theorem 1 is also adequate. The first works which raised this typical problem of entropy flux - heat flux relation are the two papers by Müller [2, 3], they involved temperature gradient and a symmetric tensor variable, the rate of strain tensor for viscous fluids and the Cauchy Green tensor for isotropic elastic solids. The proof of the proportionality was not adequate in the original papers. 3 Both cases satisfy the assumptions of Theorem 1, and hence it provides a proof of their assertions. The proof of entropy flux - heat flux relation in a thermodynamic theory with linear constitutive equations is usually trivial and straightforward. The viscous heat-conducting fluid considered in [6] is characterized by two vector and a symmetric tensor variables, namely, the density gradient, the energy gradient, and the rate of strain tensor. In this case, Theorem 1 would be adequate to deduce the entropy flux - heat flux relation in general were it necessary, instead of restricting to linear constitutive equations only. 5.2 Theories of materials in electromagnetic fields The thermodynamic theory of fluids in electromagnetic fields formulated in [8] involved three vector variables: the temperature gradient g i = (grad θ) i, the electromotive intensity E i, and the magnetic flux density B i. The vector B i is an axial vector quantity, which can be represented as a skew symmetric tensor B with components given by B ij = ε ijk B k. Among the conditions obtained from the exploitation of the entropy principle, there are 4 Φ (i Λ Q (i = 0, g j) g j) Φ (i Λ Q (i = 0, (25) E j) E j) Λ Q i = λ ε ijk. B jk B jk It has been proved in [7] that the relations (25) imply that Φ i = Λ Q i as well as λ = 0, and Λ does not depend on (g, E, B). The proof is based on the polynomial isotropic representations and series expansions and is very long and tedious. The following is a proof by the use of Theorem 2. 3 In [2] and [3] the seemingly trivial arguments were later found to be insufficient. It has been correctly restated in p. 256 of [12] but the details of the proof were not given. 4 The parentheses around the two indices indicate the symmetrization, e.g., X (ij) = 1 2 (X ij+ X ji ). 12

13 Proof. The conditions (25) satisfy the assumptions of Theorem 2 with N = 2, M = 0, and L = 1, therefore we can conclude immediately that k i = Φ i Λ Q i = γ (g E) i + 2λ B i. (26) From (25) 3 and (26), we have Λ Q i + 2 λ B i + γ (g E) i = 0, B jk B jk B jk which imply Λ B jk = 0, λ B jk = 0, γ B jk = 0, if we assume that {Q, B, g E} is functionally independent, which essentially means that the constitutive vector quantity Q can not be parallel to B or to g E. Moreover, with arguments similar to that used in the proof of Theorem 1, we can conclude that Λ, λ, and γ are independent of (g, E, B). Furthermore, by Corollary 2, since λ is a constant, it follows that Φ i = Λ Q i and λ = 0. Generalizations of this theory have been considered in [9]. In that theory two more symmetric tensor variables were involved, namely, the Cauchy Green and the rate of Cauchy Green tensors, and the relation Φ i = Λ Q i was taken as an assumption. Since the additional tensor variables satisfy the condition (17), the above analysis is sufficient for the proof of the assumption. 5.3 Theories of mixtures Theories of mixtures are usually characterized by a large set of constitutive variables including the temperature gradient and the relative velocities of the constituents, and more generally also density gradients of each constituent and other tensor variables. In [13], the theory of a simple mixture of ν constituents involved ν vector variables, namely, the temperature gradient g and relative velocities u a for a = 1,, ν 1. Conditions of the following form are encountered, Φ (i g j) Λ q (i g j) = 0, u a j Λ q i u a j = µ a δ ij, which satisfy the assumptions of Theorem 2 for N = 1, M = ν 1, and L = 0. Therefore, we obtain immediately that ν 1 Φ i = Λ q i + µ a u a i, 13

14 which is proved in [13] under the assumption that the constitutive functions are linear in the vector variables. With Theorem 2 we do not need such an assumption. To prove that Λ and µ a are independent of (g, u 1,, u ν 1 ), it is sufficient to assume that q and {u 1,, u ν 1 } are functionally independent. References [1] Liu, I-Shih: Method of Lagrange multipliers for exploitation of the entropy principle, Arch. Rational Mech. Anal., 46, (1972) [2] Müller, I.: Die Kältefunktion, eine universelle Funktion in der Thermodynamik viskoser wärmeleitender Flüssigkeiten, Arch. Rational Mech. Anal., 40, 1-36 (1971) [3] Müller, I.: The coldness, a universal function in thermoelastic bodies, Arch. Rational Mech. Anal., 41, (1971) [4] Liu, I-Shih: A non-simple heat-conducting fluid, Arch. Rational Mech. Anal., 50, (1973) [5] Batra, R. C.: A thermodynamic theory of rigid heat conductors, Arch. Rational Mech. Anal., 53, (1974) [6] Liu, I-Shih: On Fourier s law of heat conduction, Continuum Mech. Thermodyn., 2, (1990) [7] Liu, I-Shih: On irreversible thermodynamics, Dissertation, The Johns Hopkins University, Baltimore (1972) [8] Liu, I-Shih, & Müller, I.: On the thermodynamics and thermostatics of fluids in electromagnetic fields, Arch. Rational Mech. Anal., 46, (1972) [9] Hutter, K.: On thermodynamics and thermostatics of viscous thermoelastic solids in electromagnetic fields, Arch. Rational Mech. Anal., 58, (1975) [10] Wang, C.-C.: A new representation theorem for isotropic functions, Part I and II, Arch. Rational Mech. Anal., 36, (1970), Corrigendum, 43, (1971) [11] Smith, G. F.: On isotropic functions of symmetric tensors, skew-symmetric tensors and vectors, Int. J. Engng Sci., 9, (1971) [12] Müller, I.: Thermodynamics, Pitman Publishing, London (1985) [13] Müller, I.: A new approach to thermodynamics of simple mixtures, Zeitschrift für Naturforschung, 28, (1973) 14

Stability of Thick Spherical Shells

Stability of Thick Spherical Shells Continuum Mech. Thermodyn. (1995) 7: 249-258 Stability of Thick Spherical Shells I-Shih Liu 1 Instituto de Matemática, Universidade Federal do Rio de Janeiro Caixa Postal 68530, Rio de Janeiro 21945-970,

More information

Cartesian Tensors. e 2. e 1. General vector (formal definition to follow) denoted by components

Cartesian Tensors. e 2. e 1. General vector (formal definition to follow) denoted by components Cartesian Tensors Reference: Jeffreys Cartesian Tensors 1 Coordinates and Vectors z x 3 e 3 y x 2 e 2 e 1 x x 1 Coordinates x i, i 123,, Unit vectors: e i, i 123,, General vector (formal definition to

More information

CONSTITUTIVE THEORIES: BASIC PRINCIPLES

CONSTITUTIVE THEORIES: BASIC PRINCIPLES 1 6.161.6 CONSTITUTIVE THEORIES: BASIC PRINCIPLES I-Shih Liu Instituto de Matemática, Universidade Federal do Rio de Janeiro, Brasil Keywords: Frame of reference, change of observer, Euclidean objectivity,

More information

An Irreducible Function Basis of Isotropic Invariants of A Third Order Three-Dimensional Symmetric Tensor

An Irreducible Function Basis of Isotropic Invariants of A Third Order Three-Dimensional Symmetric Tensor An Irreducible Function Basis of Isotropic Invariants of A Third Order Three-Dimensional Symmetric Tensor Zhongming Chen Jinjie Liu Liqun Qi Quanshui Zheng Wennan Zou June 22, 2018 arxiv:1803.01269v2 [math-ph]

More information

In this section, thermoelasticity is considered. By definition, the constitutive relations for Gradθ. This general case

In this section, thermoelasticity is considered. By definition, the constitutive relations for Gradθ. This general case Section.. Thermoelasticity In this section, thermoelasticity is considered. By definition, the constitutive relations for F, θ, Gradθ. This general case such a material depend only on the set of field

More information

1. Basic Operations Consider two vectors a (1, 4, 6) and b (2, 0, 4), where the components have been expressed in a given orthonormal basis.

1. Basic Operations Consider two vectors a (1, 4, 6) and b (2, 0, 4), where the components have been expressed in a given orthonormal basis. Questions on Vectors and Tensors 1. Basic Operations Consider two vectors a (1, 4, 6) and b (2, 0, 4), where the components have been expressed in a given orthonormal basis. Compute 1. a. 2. The angle

More information

Thermodynamics for fluid flow in porous structures

Thermodynamics for fluid flow in porous structures Communications to SIMAI Congress, ISSN 1827-9015, Vol. 1 (2006) DOI: 10.1685/CSC06105 Thermodynamics for fluid flow in porous structures M.E. Malaspina University of Messina, Department of Mathematics

More information

VECTORS, TENSORS AND INDEX NOTATION

VECTORS, TENSORS AND INDEX NOTATION VECTORS, TENSORS AND INDEX NOTATION Enrico Nobile Dipartimento di Ingegneria e Architettura Università degli Studi di Trieste, 34127 TRIESTE March 5, 2018 Vectors & Tensors, E. Nobile March 5, 2018 1 /

More information

Continuum mechanics V. Constitutive equations. 1. Constitutive equation: definition and basic axioms

Continuum mechanics V. Constitutive equations. 1. Constitutive equation: definition and basic axioms Continuum mechanics office Math 0.107 ales.janka@unifr.ch http://perso.unifr.ch/ales.janka/mechanics Mars 16, 2011, Université de Fribourg 1. Constitutive equation: definition and basic axioms Constitutive

More information

On pore fluid pressure and effective solid stress in the mixture theory of porous media

On pore fluid pressure and effective solid stress in the mixture theory of porous media On pore fluid pressure and effective solid stress in the mixture theory of porous media I-Shih Liu Abstract In this paper we briefly review a typical example of a mixture of elastic materials, in particular,

More information

2 Tensor Notation. 2.1 Cartesian Tensors

2 Tensor Notation. 2.1 Cartesian Tensors 2 Tensor Notation It will be convenient in this monograph to use the compact notation often referred to as indicial or index notation. It allows a strong reduction in the number of terms in an equation

More information

1 Vectors and Tensors

1 Vectors and Tensors PART 1: MATHEMATICAL PRELIMINARIES 1 Vectors and Tensors This chapter and the next are concerned with establishing some basic properties of vectors and tensors in real spaces. The first of these is specifically

More information

Faculty of Engineering, Mathematics and Science School of Mathematics

Faculty of Engineering, Mathematics and Science School of Mathematics Faculty of Engineering, Mathematics and Science School of Mathematics JS & SS Mathematics SS Theoretical Physics SS TSM Mathematics Module MA3429: Differential Geometry I Trinity Term 2018???, May??? SPORTS

More information

Proceedings of Meetings on Acoustics

Proceedings of Meetings on Acoustics Proceedings of Meetings on Acoustics Volume 19, 2013 http://acousticalsociety.org/ ICA 2013 Montreal Montreal, Canada 2-7 June 2013 Engineering Acoustics Session 1aEA: Thermoacoustics I 1aEA7. On discontinuity

More information

A CONTINUUM MECHANICS PRIMER

A CONTINUUM MECHANICS PRIMER A CONTINUUM MECHANICS PRIMER On Constitutive Theories of Materials I-SHIH LIU Rio de Janeiro Preface In this note, we concern only fundamental concepts of continuum mechanics for the formulation of basic

More information

STRESS TRANSPORT MODELLING 2

STRESS TRANSPORT MODELLING 2 STRESS TRANSPORT MODELLING 2 T.J. Craft Department of Mechanical, Aerospace & Manufacturing Engineering UMIST, Manchester, UK STRESS TRANSPORT MODELLING 2 p.1 Introduction In the previous lecture we introduced

More information

Other state variables include the temperature, θ, and the entropy, S, which are defined below.

Other state variables include the temperature, θ, and the entropy, S, which are defined below. Chapter 3 Thermodynamics In order to complete the formulation we need to express the stress tensor T and the heat-flux vector q in terms of other variables. These expressions are known as constitutive

More information

Internal Variables and Generalized Continuum Theories

Internal Variables and Generalized Continuum Theories Internal Variables and Generalized Continuum Theories Arkadi Berezovski, Jüri Engelbrecht and Gérard A. Maugin Abstract The canonical thermomechanics on the material manifold is enriched by the introduction

More information

The Matrix Representation of a Three-Dimensional Rotation Revisited

The Matrix Representation of a Three-Dimensional Rotation Revisited Physics 116A Winter 2010 The Matrix Representation of a Three-Dimensional Rotation Revisited In a handout entitled The Matrix Representation of a Three-Dimensional Rotation, I provided a derivation of

More information

Chemnitz Scientific Computing Preprints

Chemnitz Scientific Computing Preprints Arnd Meyer The Koiter shell equation in a coordinate free description CSC/1-0 Chemnitz Scientific Computing Preprints ISSN 1864-0087 Chemnitz Scientific Computing Preprints Impressum: Chemnitz Scientific

More information

Introduction to Continuum Mechanics

Introduction to Continuum Mechanics Introduction to Continuum Mechanics I-Shih Liu Instituto de Matemática Universidade Federal do Rio de Janeiro 2018 Contents 1 Notations and tensor algebra 1 1.1 Vector space, inner product........................

More information

CH.9. CONSTITUTIVE EQUATIONS IN FLUIDS. Multimedia Course on Continuum Mechanics

CH.9. CONSTITUTIVE EQUATIONS IN FLUIDS. Multimedia Course on Continuum Mechanics CH.9. CONSTITUTIVE EQUATIONS IN FLUIDS Multimedia Course on Continuum Mechanics Overview Introduction Fluid Mechanics What is a Fluid? Pressure and Pascal s Law Constitutive Equations in Fluids Fluid Models

More information

On the symmetry of the conductivity tensor and other restrictions in the nonlinear theory of heat conduction

On the symmetry of the conductivity tensor and other restrictions in the nonlinear theory of heat conduction Carnegie Mellon University Research Showcase @ CMU Department of Mathematical Sciences Mellon College of Science 1968 On the symmetry of the conductivity tensor and other restrictions in the nonlinear

More information

Bulletin of the Transilvania University of Braşov Vol 10(59), No Series III: Mathematics, Informatics, Physics, 83-90

Bulletin of the Transilvania University of Braşov Vol 10(59), No Series III: Mathematics, Informatics, Physics, 83-90 Bulletin of the Transilvania University of Braşov Vol 10(59), No. 1-2017 Series III: Mathematics, Informatics, Physics, 83-90 GENERALIZED MICROPOLAR THERMOELASTICITY WITH FRACTIONAL ORDER STRAIN Adina

More information

Section 2. Basic formulas and identities in Riemannian geometry

Section 2. Basic formulas and identities in Riemannian geometry Section 2. Basic formulas and identities in Riemannian geometry Weimin Sheng and 1. Bianchi identities The first and second Bianchi identities are R ijkl + R iklj + R iljk = 0 R ijkl,m + R ijlm,k + R ijmk,l

More information

Formalism of the Tersoff potential

Formalism of the Tersoff potential Originally written in December 000 Translated to English in June 014 Formalism of the Tersoff potential 1 The original version (PRB 38 p.990, PRB 37 p.6991) Potential energy Φ = 1 u ij i (1) u ij = f ij

More information

1. Tensor of Rank 2 If Φ ij (x, y) satisfies: (a) having four components (9 for 3-D). (b) when the coordinate system is changed from x i to x i,

1. Tensor of Rank 2 If Φ ij (x, y) satisfies: (a) having four components (9 for 3-D). (b) when the coordinate system is changed from x i to x i, 1. Tensor of Rank 2 If Φ ij (x, y satisfies: (a having four components (9 for 3-D. Φ i j (x 1, x 2 = β i iβ j jφ ij (x 1, x 2. Example 1: ( 1 0 0 1 Φ i j = ( 1 0 0 1 To prove whether this is a tensor or

More information

1 Gauss integral theorem for tensors

1 Gauss integral theorem for tensors Non-Equilibrium Continuum Physics TA session #1 TA: Yohai Bar Sinai 16.3.216 Index Gymnastics: Gauss Theorem, Isotropic Tensors, NS Equations The purpose of today s TA session is to mess a bit with tensors

More information

New first-order formulation for the Einstein equations

New first-order formulation for the Einstein equations PHYSICAL REVIEW D 68, 06403 2003 New first-order formulation for the Einstein equations Alexander M. Alekseenko* School of Mathematics, University of Minnesota, Minneapolis, Minnesota 55455, USA Douglas

More information

Dissipation Function in Hyperbolic Thermoelasticity

Dissipation Function in Hyperbolic Thermoelasticity This article was downloaded by: [University of Illinois at Urbana-Champaign] On: 18 April 2013, At: 12:23 Publisher: Taylor & Francis Informa Ltd Registered in England and Wales Registered Number: 1072954

More information

Cartesian Tensors. e 2. e 1. General vector (formal definition to follow) denoted by components

Cartesian Tensors. e 2. e 1. General vector (formal definition to follow) denoted by components Cartesian Tensors Reference: Jeffreys Cartesian Tensors 1 Coordinates and Vectors z x 3 e 3 y x 2 e 2 e 1 x x 1 Coordinates x i, i 123,, Unit vectors: e i, i 123,, General vector (formal definition to

More information

A solid-fluid mixture theory of porous media

A solid-fluid mixture theory of porous media A solid-luid mixture theory o porous media I-Shih Liu Instituto de Matemática, Universidade Federal do Rio de Janeiro Abstract The theories o mixtures in the ramework o continuum mechanics have been developed

More information

NIELINIOWA OPTYKA MOLEKULARNA

NIELINIOWA OPTYKA MOLEKULARNA NIELINIOWA OPTYKA MOLEKULARNA chapter 1 by Stanisław Kielich translated by:tadeusz Bancewicz http://zon8.physd.amu.edu.pl/~tbancewi Poznan,luty 2008 ELEMENTS OF THE VECTOR AND TENSOR ANALYSIS Reference

More information

Level Set Tumor Growth Model

Level Set Tumor Growth Model Level Set Tumor Growth Model Andrew Nordquist and Rakesh Ranjan, PhD University of Texas, San Antonio July 29, 2013 Andrew Nordquist and Rakesh Ranjan, PhD (University Level Set of Texas, TumorSan Growth

More information

Discrete Applied Mathematics

Discrete Applied Mathematics Discrete Applied Mathematics 194 (015) 37 59 Contents lists available at ScienceDirect Discrete Applied Mathematics journal homepage: wwwelseviercom/locate/dam Loopy, Hankel, and combinatorially skew-hankel

More information

On effects of internal friction in the revised Goodman Cowin theory with an independent kinematic internal length

On effects of internal friction in the revised Goodman Cowin theory with an independent kinematic internal length Arch. Mech., 60, 2, pp. 173 192, Warszawa 2008 SIXTY YEARS OF THE ARCHIVES OF MECHANICS On effects of internal friction in the revised Goodman Cowin theory with an independent kinematic internal length

More information

1. Divergence of a product: Given that φ is a scalar field and v a vector field, show that

1. Divergence of a product: Given that φ is a scalar field and v a vector field, show that 1. Divergence of a product: Given that φ is a scalar field and v a vector field, show that div(φv) = (gradφ) v + φ div v grad(φv) = (φv i ), j g i g j = φ, j v i g i g j + φv i, j g i g j = v (grad φ)

More information

Continuum Mechanics Fundamentals

Continuum Mechanics Fundamentals Continuum Mechanics Fundamentals James R. Rice, notes for ES 220, 12 November 2009; corrections 9 December 2009 Conserved Quantities Let a conseved quantity have amount F per unit volume. Examples are

More information

1.4 LECTURE 4. Tensors and Vector Identities

1.4 LECTURE 4. Tensors and Vector Identities 16 CHAPTER 1. VECTOR ALGEBRA 1.3.2 Triple Product The triple product of three vectors A, B and C is defined by In tensor notation it is A ( B C ) = [ A, B, C ] = A ( B C ) i, j,k=1 ε i jk A i B j C k =

More information

PEAT SEISMOLOGY Lecture 2: Continuum mechanics

PEAT SEISMOLOGY Lecture 2: Continuum mechanics PEAT8002 - SEISMOLOGY Lecture 2: Continuum mechanics Nick Rawlinson Research School of Earth Sciences Australian National University Strain Strain is the formal description of the change in shape of a

More information

A matrix over a field F is a rectangular array of elements from F. The symbol

A matrix over a field F is a rectangular array of elements from F. The symbol Chapter MATRICES Matrix arithmetic A matrix over a field F is a rectangular array of elements from F The symbol M m n (F ) denotes the collection of all m n matrices over F Matrices will usually be denoted

More information

Final Draft of the original manuscript:

Final Draft of the original manuscript: Final Draft of the original manuscript: Bargmann, S.; Favata, A.; Podio-Guidugli, P.: A Revised Exposition of the Green Naghdi Theory of Heat Propagation In: Journal of Elasticity (2013) Springer DOI:

More information

Chemnitz Scientific Computing Preprints

Chemnitz Scientific Computing Preprints Arnd Meyer The linear Naghdi shell equation in a coordinate free description CSC/13-03 Chemnitz Scientific Computing Preprints Impressum: Chemnitz Scientific Computing Preprints ISSN 1864-0087 (1995 2005:

More information

Thermodynamics of non-simple elastic materials

Thermodynamics of non-simple elastic materials Journal of Elasticity, Vol. 6, No.4, October 1976 NoordhotT International Publishing - Leyden Printed in The Netherlands Thermodynamics of non-simple elastic materials R. C. BATRA ME Department, The University

More information

Module 4M12: Partial Differential Equations and Variational Methods IndexNotationandVariationalMethods

Module 4M12: Partial Differential Equations and Variational Methods IndexNotationandVariationalMethods Module 4M12: Partial Differential Equations and ariational Methods IndexNotationandariationalMethods IndexNotation(2h) ariational calculus vs differential calculus(5h) ExamplePaper(1h) Fullinformationat

More information

PHYS 705: Classical Mechanics. Rigid Body Motion Introduction + Math Review

PHYS 705: Classical Mechanics. Rigid Body Motion Introduction + Math Review 1 PHYS 705: Classical Mechanics Rigid Body Motion Introduction + Math Review 2 How to describe a rigid body? Rigid Body - a system of point particles fixed in space i r ij j subject to a holonomic constraint:

More information

A Revised Exposition of the Green Naghdi Theory of Heat Propagation

A Revised Exposition of the Green Naghdi Theory of Heat Propagation J Elast (2014) 114:143 154 DOI 10.1007/s10659-013-9431-8 A Revised Exposition of the Green Naghdi Theory of Heat Propagation Swantje Bargmann Antonino Favata Paolo Podio-Guidugli Received: 19 November

More information

Course 2BA1: Hilary Term 2007 Section 8: Quaternions and Rotations

Course 2BA1: Hilary Term 2007 Section 8: Quaternions and Rotations Course BA1: Hilary Term 007 Section 8: Quaternions and Rotations David R. Wilkins Copyright c David R. Wilkins 005 Contents 8 Quaternions and Rotations 1 8.1 Quaternions............................ 1 8.

More information

Mechanics of Materials and Structures

Mechanics of Materials and Structures Journal of Mechanics of Materials and Structures INTERNAL ENERGY IN DISSIPATIVE RELATIVISTIC FLUIDS Péter Ván Volume 3, Nº 6 June 2008 mathematical sciences publishers JOURNAL OF MECHANICS OF MATERIALS

More information

Mathematics Department Stanford University Math 61CM/DM Inner products

Mathematics Department Stanford University Math 61CM/DM Inner products Mathematics Department Stanford University Math 61CM/DM Inner products Recall the definition of an inner product space; see Appendix A.8 of the textbook. Definition 1 An inner product space V is a vector

More information

Second-gradient theory : application to Cahn-Hilliard fluids

Second-gradient theory : application to Cahn-Hilliard fluids Second-gradient theory : application to Cahn-Hilliard fluids P. Seppecher Laboratoire d Analyse Non Linéaire Appliquée Université de Toulon et du Var BP 132-83957 La Garde Cedex seppecher@univ-tln.fr Abstract.

More information

GROUP THEORY PRIMER. New terms: tensor, rank k tensor, Young tableau, Young diagram, hook, hook length, factors over hooks rule

GROUP THEORY PRIMER. New terms: tensor, rank k tensor, Young tableau, Young diagram, hook, hook length, factors over hooks rule GROUP THEORY PRIMER New terms: tensor, rank k tensor, Young tableau, Young diagram, hook, hook length, factors over hooks rule 1. Tensor methods for su(n) To study some aspects of representations of a

More information

Elementary Linear Algebra

Elementary Linear Algebra Matrices J MUSCAT Elementary Linear Algebra Matrices Definition Dr J Muscat 2002 A matrix is a rectangular array of numbers, arranged in rows and columns a a 2 a 3 a n a 2 a 22 a 23 a 2n A = a m a mn We

More information

Remarks on Material Frame-Indifference Controversy

Remarks on Material Frame-Indifference Controversy Remarks on Material Frame-Indifference Controversy I-Shih Liu 1 and Rubens Sampaio 2 1 Universidade Federal do Rio de Janeiro 2 Pontifícia Universidade Católica do Rio de Janeiro. Abstract Regarding a

More information

Navier-Stokes Equation: Principle of Conservation of Momentum

Navier-Stokes Equation: Principle of Conservation of Momentum Navier-tokes Equation: Principle of Conservation of Momentum R. hankar ubramanian Department of Chemical and Biomolecular Engineering Clarkson University Newton formulated the principle of conservation

More information

Chapter 0. Preliminaries. 0.1 Things you should already know

Chapter 0. Preliminaries. 0.1 Things you should already know Chapter 0 Preliminaries These notes cover the course MATH45061 (Continuum Mechanics) and are intended to supplement the lectures. The course does not follow any particular text, so you do not need to buy

More information

4 Constitutive Theory

4 Constitutive Theory ME338A CONTINUUM MECHANICS lecture notes 13 Tuesday, May 13, 2008 4.1 Closure Problem In the preceding chapter, we derived the fundamental balance equations: Balance of Spatial Material Mass ρ t + ρ t

More information

Stress of a spatially uniform dislocation density field

Stress of a spatially uniform dislocation density field Stress of a spatially uniform dislocation density field Amit Acharya November 19, 2018 Abstract It can be shown that the stress produced by a spatially uniform dislocation density field in a body comprising

More information

A Brief Introduction to Tensors

A Brief Introduction to Tensors A Brief Introduction to Tensors Jay R Walton Fall 2013 1 Preliminaries In general, a tensor is a multilinear transformation defined over an underlying finite dimensional vector space In this brief introduction,

More information

Tensor Analysis in Euclidean Space

Tensor Analysis in Euclidean Space Tensor Analysis in Euclidean Space James Emery Edited: 8/5/2016 Contents 1 Classical Tensor Notation 2 2 Multilinear Functionals 4 3 Operations With Tensors 5 4 The Directional Derivative 5 5 Curvilinear

More information

4.7 The Levi-Civita connection and parallel transport

4.7 The Levi-Civita connection and parallel transport Classnotes: Geometry & Control of Dynamical Systems, M. Kawski. April 21, 2009 138 4.7 The Levi-Civita connection and parallel transport In the earlier investigation, characterizing the shortest curves

More information

Symmetry and Properties of Crystals (MSE638) Stress and Strain Tensor

Symmetry and Properties of Crystals (MSE638) Stress and Strain Tensor Symmetry and Properties of Crystals (MSE638) Stress and Strain Tensor Somnath Bhowmick Materials Science and Engineering, IIT Kanpur April 6, 2018 Tensile test and Hooke s Law Upto certain strain (0.75),

More information

Mechanics of solids and fluids -Introduction to continuum mechanics

Mechanics of solids and fluids -Introduction to continuum mechanics Mechanics of solids and fluids -Introduction to continuum mechanics by Magnus Ekh August 12, 2016 Introduction to continuum mechanics 1 Tensors............................. 3 1.1 Index notation 1.2 Vectors

More information

ON SUM OF SQUARES DECOMPOSITION FOR A BIQUADRATIC MATRIX FUNCTION

ON SUM OF SQUARES DECOMPOSITION FOR A BIQUADRATIC MATRIX FUNCTION Annales Univ. Sci. Budapest., Sect. Comp. 33 (2010) 273-284 ON SUM OF SQUARES DECOMPOSITION FOR A BIQUADRATIC MATRIX FUNCTION L. László (Budapest, Hungary) Dedicated to Professor Ferenc Schipp on his 70th

More information

ONSAGER S RECIPROCAL RELATIONS AND SOME BASIC LAWS

ONSAGER S RECIPROCAL RELATIONS AND SOME BASIC LAWS Journal of Computational and Applied Mechanics, Vol. 5., No. 1., (2004), pp. 157 163 ONSAGER S RECIPROCAL RELATIONS AND SOME BASIC LAWS József Verhás Department of Chemical Physics, Budapest University

More information

arxiv: v1 [math-ph] 8 Jun 2011

arxiv: v1 [math-ph] 8 Jun 2011 Electromagnetism on Anisotropic Fractals arxiv:06.49v [math-ph] 8 Jun 20 Martin Ostoja-Starzewski Department of Mechanical Science and Engineering University of Illinois at Urbana-Champaign Urbana, IL

More information

16.21 Techniques of Structural Analysis and Design Spring 2003 Unit #5 - Constitutive Equations

16.21 Techniques of Structural Analysis and Design Spring 2003 Unit #5 - Constitutive Equations 6.2 Techniques of Structural Analysis and Design Spring 2003 Unit #5 - Constitutive quations Constitutive quations For elastic materials: If the relation is linear: Û σ ij = σ ij (ɛ) = ρ () ɛ ij σ ij =

More information

Iranian Journal of Mathematical Sciences and Informatics Vol.2, No.2 (2007), pp 1-16

Iranian Journal of Mathematical Sciences and Informatics Vol.2, No.2 (2007), pp 1-16 Iranian Journal of Mathematical Sciences and Informatics Vol.2, No.2 (2007), pp 1-16 THE EFFECT OF PURE SHEAR ON THE REFLECTION OF PLANE WAVES AT THE BOUNDARY OF AN ELASTIC HALF-SPACE W. HUSSAIN DEPARTMENT

More information

Generalized thermomechanics with dual internal variables

Generalized thermomechanics with dual internal variables Archive of Applied Mechanics manuscript No. (will be inserted by the editor) Arkadi Berezovski Jüri Engelbrecht Gérard A. Maugin Generalized thermomechanics with dual internal variables Received: date

More information

INTRODUCTION TO CONTINUUM MECHANICS ME 36003

INTRODUCTION TO CONTINUUM MECHANICS ME 36003 INTRODUCTION TO CONTINUUM MECHANICS ME 36003 Prof. M. B. Rubin Faculty of Mechanical Engineering Technion - Israel Institute of Technology Winter 1991 Latest revision Spring 2015 These lecture notes are

More information

Fundamentals of Fluid Dynamics: Elementary Viscous Flow

Fundamentals of Fluid Dynamics: Elementary Viscous Flow Fundamentals of Fluid Dynamics: Elementary Viscous Flow Introductory Course on Multiphysics Modelling TOMASZ G. ZIELIŃSKI bluebox.ippt.pan.pl/ tzielins/ Institute of Fundamental Technological Research

More information

DRIVING FORCE IN SIMULATION OF PHASE TRANSITION FRONT PROPAGATION

DRIVING FORCE IN SIMULATION OF PHASE TRANSITION FRONT PROPAGATION Chapter 1 DRIVING FORCE IN SIMULATION OF PHASE TRANSITION FRONT PROPAGATION A. Berezovski Institute of Cybernetics at Tallinn Technical University, Centre for Nonlinear Studies, Akadeemia tee 21, 12618

More information

a 11 x 1 + a 12 x a 1n x n = b 1 a 21 x 1 + a 22 x a 2n x n = b 2.

a 11 x 1 + a 12 x a 1n x n = b 1 a 21 x 1 + a 22 x a 2n x n = b 2. Chapter 1 LINEAR EQUATIONS 11 Introduction to linear equations A linear equation in n unknowns x 1, x,, x n is an equation of the form a 1 x 1 + a x + + a n x n = b, where a 1, a,, a n, b are given real

More information

Fundamentals of Engineering Analysis (650163)

Fundamentals of Engineering Analysis (650163) Philadelphia University Faculty of Engineering Communications and Electronics Engineering Fundamentals of Engineering Analysis (6563) Part Dr. Omar R Daoud Matrices: Introduction DEFINITION A matrix is

More information

PART 2: INTRODUCTION TO CONTINUUM MECHANICS

PART 2: INTRODUCTION TO CONTINUUM MECHANICS 7 PART : INTRODUCTION TO CONTINUUM MECHANICS In the following sections we develop some applications of tensor calculus in the areas of dynamics, elasticity, fluids and electricity and magnetism. We begin

More information

Index Notation for Vector Calculus

Index Notation for Vector Calculus Index Notation for Vector Calculus by Ilan Ben-Yaacov and Francesc Roig Copyright c 2006 Index notation, also commonly known as subscript notation or tensor notation, is an extremely useful tool for performing

More information

Introduction to Computational Manifolds and Applications

Introduction to Computational Manifolds and Applications IMPA - Instituto de Matemática Pura e Aplicada, Rio de Janeiro, RJ, Brazil Introduction to Computational Manifolds and Applications Part 1 - Constructions Prof. Marcelo Ferreira Siqueira mfsiqueira@dimap.ufrn.br

More information

Math 52H: Multilinear algebra, differential forms and Stokes theorem. Yakov Eliashberg

Math 52H: Multilinear algebra, differential forms and Stokes theorem. Yakov Eliashberg Math 52H: Multilinear algebra, differential forms and Stokes theorem Yakov Eliashberg March 202 2 Contents I Multilinear Algebra 7 Linear and multilinear functions 9. Dual space.........................................

More information

June 21, Peking University. Dual Connections. Zhengchao Wan. Overview. Duality of connections. Divergence: general contrast functions

June 21, Peking University. Dual Connections. Zhengchao Wan. Overview. Duality of connections. Divergence: general contrast functions Dual Peking University June 21, 2016 Divergences: Riemannian connection Let M be a manifold on which there is given a Riemannian metric g =,. A connection satisfying Z X, Y = Z X, Y + X, Z Y (1) for all

More information

Conservation Laws. Chapter Conservation of Energy

Conservation Laws. Chapter Conservation of Energy 20 Chapter 3 Conservation Laws In orer to check the physical consistency of the above set of equations governing Maxwell-Lorentz electroynamics [(2.10) an (2.12) or (1.65) an (1.68)], we examine the action

More information

Non-equilibrium mixtures of gases: modeling and computation

Non-equilibrium mixtures of gases: modeling and computation Non-equilibrium mixtures of gases: modeling and computation Lecture 1: and kinetic theory of gases Srboljub Simić University of Novi Sad, Serbia Aim and outline of the course Aim of the course To present

More information

Faraday Tensor & Maxwell Spinor (Part I)

Faraday Tensor & Maxwell Spinor (Part I) February 2015 Volume 6 Issue 2 pp. 88-97 Faraday Tensor & Maxwell Spinor (Part I) A. Hernández-Galeana #, R. López-Vázquez #, J. López-Bonilla * & G. R. Pérez-Teruel & 88 Article # Escuela Superior de

More information

Dr. Tess J. Moon, (office), (fax),

Dr. Tess J. Moon, (office), (fax), THE UNIVERSITY OF TEXAS AT AUSTIN DEPARTMENT OF MECHANICAL ENGINEERING ME 380Q ENGINEERING ANALYSIS: ANALYTICAL METHODS Dr Tess J Moon 471-0094 (office) 471-877 (fax) tmoon@mailutexasedu Mathematical Preliminaries

More information

Understand basic stress-strain response of engineering materials.

Understand basic stress-strain response of engineering materials. Module 3 Constitutive quations Learning Objectives Understand basic stress-strain response of engineering materials. Quantify the linear elastic stress-strain response in terms of tensorial quantities

More information

Role of thermodynamics in modeling the behavior of complex solids

Role of thermodynamics in modeling the behavior of complex solids IWNET Summer School 2015 Role of thermodynamics in modeling the behavior of complex solids Bob Svendsen Material Mechanics RWTH Aachen University Microstructure Physics and Alloy Design Max-Planck-Institut

More information

On Expected Gaussian Random Determinants

On Expected Gaussian Random Determinants On Expected Gaussian Random Determinants Moo K. Chung 1 Department of Statistics University of Wisconsin-Madison 1210 West Dayton St. Madison, WI 53706 Abstract The expectation of random determinants whose

More information

P i [B k ] = lim. n=1 p(n) ii <. n=1. V i :=

P i [B k ] = lim. n=1 p(n) ii <. n=1. V i := 2.7. Recurrence and transience Consider a Markov chain {X n : n N 0 } on state space E with transition matrix P. Definition 2.7.1. A state i E is called recurrent if P i [X n = i for infinitely many n]

More information

Mathematical Tripos Part IA Lent Term Example Sheet 1. Calculate its tangent vector dr/du at each point and hence find its total length.

Mathematical Tripos Part IA Lent Term Example Sheet 1. Calculate its tangent vector dr/du at each point and hence find its total length. Mathematical Tripos Part IA Lent Term 205 ector Calculus Prof B C Allanach Example Sheet Sketch the curve in the plane given parametrically by r(u) = ( x(u), y(u) ) = ( a cos 3 u, a sin 3 u ) with 0 u

More information

1 Curvature of submanifolds of Euclidean space

1 Curvature of submanifolds of Euclidean space Curvature of submanifolds of Euclidean space by Min Ru, University of Houston 1 Curvature of submanifolds of Euclidean space Submanifold in R N : A C k submanifold M of dimension n in R N means that for

More information

Gradient and smoothing stencils with isotropic discretization error. Abstract

Gradient and smoothing stencils with isotropic discretization error. Abstract Gradient and smoothing stencils with isotropic discretization error Tommy Anderberg (Dated: April 30, 2012) Abstract Gradient stencils with isotropic O(h 2 ) and O(h 4 ) discretization error are constructed

More information

ELEMENTARY LINEAR ALGEBRA

ELEMENTARY LINEAR ALGEBRA ELEMENTARY LINEAR ALGEBRA K R MATTHEWS DEPARTMENT OF MATHEMATICS UNIVERSITY OF QUEENSLAND First Printing, 99 Chapter LINEAR EQUATIONS Introduction to linear equations A linear equation in n unknowns x,

More information

LINEAR ALGEBRA REVIEW

LINEAR ALGEBRA REVIEW LINEAR ALGEBRA REVIEW JC Stuff you should know for the exam. 1. Basics on vector spaces (1) F n is the set of all n-tuples (a 1,... a n ) with a i F. It forms a VS with the operations of + and scalar multiplication

More information

CH.1. THERMODYNAMIC FOUNDATIONS OF CONSTITUTIVE MODELLING. Computational Solid Mechanics- Xavier Oliver-UPC

CH.1. THERMODYNAMIC FOUNDATIONS OF CONSTITUTIVE MODELLING. Computational Solid Mechanics- Xavier Oliver-UPC CH.1. THERMODYNAMIC FOUNDATIONS OF CONSTITUTIVE MODELLING Computational Solid Mechanics- Xavier Oliver-UPC 1.1 Dissipation approach for constitutive modelling Ch.1. Thermodynamical foundations of constitutive

More information

Classical Mechanics in Hamiltonian Form

Classical Mechanics in Hamiltonian Form Classical Mechanics in Hamiltonian Form We consider a point particle of mass m, position x moving in a potential V (x). It moves according to Newton s law, mẍ + V (x) = 0 (1) This is the usual and simplest

More information

Chapter 1. Continuum mechanics review. 1.1 Definitions and nomenclature

Chapter 1. Continuum mechanics review. 1.1 Definitions and nomenclature Chapter 1 Continuum mechanics review We will assume some familiarity with continuum mechanics as discussed in the context of an introductory geodynamics course; a good reference for such problems is Turcotte

More information

Uniqueness in thermoelasticity of porous media with microtemperatures

Uniqueness in thermoelasticity of porous media with microtemperatures Arch. Mech., 61, 5, pp. 371 382, Warszawa 29 Uniqueness in thermoelasticity of porous media with microtemperatures R. QUINTANILLA Department of Applied Mathematics II UPC Terrassa, Colom 11, 8222 Terrassa,

More information

A linear algebra proof of the fundamental theorem of algebra

A linear algebra proof of the fundamental theorem of algebra A linear algebra proof of the fundamental theorem of algebra Andrés E. Caicedo May 18, 2010 Abstract We present a recent proof due to Harm Derksen, that any linear operator in a complex finite dimensional

More information

LINEARIZED ELASTICITY AND KORN S INEQUALITY REVISITED

LINEARIZED ELASTICITY AND KORN S INEQUALITY REVISITED Mathematical Models and Methods in Applied Sciences c World Scientific Publishing Company LINEARIZED ELASTICITY AND KORN S INEQUALITY REVISITED PHILIPPE G. CIARLET Department of Mathematics, City University

More information

Magnetostatics and the vector potential

Magnetostatics and the vector potential Magnetostatics and the vector potential December 8, 2015 1 The divergence of the magnetic field Starting with the general form of the Biot-Savart law, B (x 0 ) we take the divergence of both sides with

More information

A linear algebra proof of the fundamental theorem of algebra

A linear algebra proof of the fundamental theorem of algebra A linear algebra proof of the fundamental theorem of algebra Andrés E. Caicedo May 18, 2010 Abstract We present a recent proof due to Harm Derksen, that any linear operator in a complex finite dimensional

More information