Part 1 ELEMENTS OF CONTINUUM MECHANICS

Size: px
Start display at page:

Download "Part 1 ELEMENTS OF CONTINUUM MECHANICS"

Transcription

1 Part 1 ELEMENTS OF CONTINUUM MECHANICS

2 CHAPTER 1 TENSOR PRELIMINARIES 1.1. Vectors An orthonormal basis for the three-dimensional Euclidean vector space is a set of three orthogonal unit vectors. The scalar product of any two of these vectors is { 1, if i = j, e i e j = δ ij = 1.1.1) 0, if i j, δ ij being the Kronecker delta symbol. An arbitrary vector a can be decomposed in the introduced basis as a = a i e i, a i = a e i ) The summation convention is assumed over the repeated indices. The scalar product of the vectors a and b is The vector product of two base vectors is defined by a b = a i b i ) e i e j = ɛ ijk e k, 1.1.4) where ɛ ijk is the permutation symbol 1, if ijk is an even permutation of 123, ɛ ijk = 1, if ijk is an odd permutation of 123, 0, otherwise ) The vector product of the vectors a and b can consequently be written as The triple scalar product of the base vectors is so that In view of the vector relationship a b = ɛ ijk a i b j e k ) e i e j ) e k = ɛ ijk, 1.1.7) a 1 b 1 c 1 a b) c = ɛ ijk a i b j c k = a 2 b 2 c 2 a 3 b 3 c ) e i e j ) e k e l )=e i e k )e j e l ) e i e l )e j e k ), 1.1.9)

3 there is an ɛ δ identity In particular, ɛ ijm ɛ klm = δ ik δ jl δ il δ jk ) ɛ ikl ɛ jkl =2δ ij, ɛ ijk ɛ ijk = ) The triple vector product of the base vectors is Thus, e i e j ) e k = ɛ ijm ɛ klm e l = δ ik e j δ jk e i ) which confirms the vector identity a b) c = a i b j c i e j c j e i ), ) a b) c =a c)b b c)a ) 1.2. Second-Order Tensors A dyadic product of two base vectors is the second-order tensor e i e j, such that e i e j ) e k = e k e j e i )=δ jk e i ) For arbitrary vectors a, b and c, it follows that a b) e k = b k a, a b) c =b c)a ) The tensors e i e j serve as base tensors for the representation of an arbitrary second-order tensor, A = A ij e i e j, A ij = e i A e j ) A dot product of the second-order tensor A and the vector a is the vector b = A a = b i e i, b i = A ij a j ) Similarly, a dot product of two second-order tensors A and B is the secondorder tensor C = A B = C ij e i e j, C ij = A ik B kj ) The unit identity) second-order tensor is which satisfies I = δ ij e i e j, 1.2.6) A I = I A = A, I a = a ) The transpose of the tensor A is the tensor A T, which, for any vectors a and b, meets Thus, if A = A ij e i e j, then A a = a A T, b A a = a A T b ) A T = A ji e i e j )

4 The tensor A is symmetric if A T = A; it is antisymmetric or skewsymmetric) if A T = A. IfA is nonsingular det A 0), there is a unique inverse tensor A 1 such that A A 1 = A 1 A = I ) In this case, b = A a implies a = A 1 b. For an orthogonal tensor A T = A 1, so that det A = ±1. The plus sign corresponds to proper and minus to improper orthogonal tensors. The trace of the tensor A is a scalar obtained by the contraction i = j) operation tr A = A ii ) For a three-dimensional identity tensor, tr I = 3. Two inner scalar or double-dot) products of two second-order tensors are defined by The connections are A B =tra B) =A ij B ji, ) A : B =tr A B T ) =tr A T B ) = A ij B ij ) A B = A T : B = A : B T ) If either A or B is symmetric, A B = A : B. Also, tr A = A : I, tr a b) =a b ) Since the trace product is unaltered by any cyclic rearrangement of the factors, we have A B C) =A B) C =C A) B, ) A :B C) = B T A ) : C = A C T ) : B ) A deviatoric part of A is defined by A = A 1 tr A)I, ) 3 with the property tr A = 0. It is easily verified that A : A = A : A and A A = A A. A nonsymmetric tensor A can be decomposed into its symmetric and antisymmetric parts, A = A s + A a, such that A s = 1 A + A T ), A a = 1 A A T ) ) 2 2 If A is symmetric and W is antisymmetric, the trace of their dot product is equal to zero, tr A W) = 0. The axial vector ω of an antisymmetric tensor W is defined by W a = ω a, ) for every vector a. This gives the component relationships W ij = ɛ ijk ω k, ω i = 1 2 ɛ ijkw jk )

5 Since A e i = A ji e j, the determinant of A can be calculated from Eq ) as Thus, det A =[A e 1 ) A e 2 )] A e 3 )=ɛ ijk A i1 A j2 A k ) and by second of Eq ) ɛ αβγ det A) =ɛ ijk A iα A jβ A kγ, ) det A = 1 6 ɛ ijkɛ αβγ A iα A jβ A kγ ) For further details, standard texts such as Brillouin 1964) can be consulted Eigenvalues and Eigenvectors The vector n is an eigenvector of the second-order tensor A if there is a scalar λ such that A n = λn, i.e., A λi) n = ) A scalar λ is called an eigenvalue of A corresponding to the eigenvector n. Nontrivial solutions for n exist if deta λi) = 0, which gives the characteristic equation for A, λ 3 J 1 λ 2 J 2 λ J 3 = ) The scalars J 1, J 2 and J 3 are the principal invariants of A, which remain unchanged under any orthogonal transformation of the orthonormal basis of A. These are J 1 =tra, 1.3.3) J 2 = 1 [ tr A 2) tr A) 2], ) J 3 = det A = 1 [ 2tr A 3) 3 tr A)tr A 2) + tr A) 3] ) If λ 1 λ 2 λ 3 λ 1, there are three mutually orthogonal eigenvectors n 1, n 2, n 3, so that A has a spectral representation 3 A = λ i n i n i ) If λ 1 λ 2 = λ 3, i=1 A =λ 1 λ 2 )n 1 n 1 + λ 2 I, 1.3.7) while A = λi, ifλ 1 = λ 2 = λ 3 = λ. A symmetric real tensor has all real eigenvalues. An antisymmetric tensor has only one real eigenvalue, which is equal to zero. The corresponding eigendirection is parallel to the axial vector of the antisymmetric tensor. A proper orthogonal rotation) tensor has also one real eigenvalue, which is equal to one. The corresponding eigendirection is parallel to the axis of rotation.

6 1.4. Cayley Hamilton Theorem A second-order tensor satisfies its own characteristic equation A 3 J 1 A 2 J 2 A J 3 I = ) This is a Cayley Hamilton theorem. Thus, if A 1 exists, it can be expressed as J 3 A 1 = A 2 J 1 A J 2 I, 1.4.2) which shows that eigendirections of A 1 are parallel to those of A. A number of useful results can be extracted from the Cayley Hamilton theorem. An expression for det F) in terms of traces of A, A 2, A 3, given in Eq ), is obtained by taking the trace of Eq ). Similarly, deti + A) det A =1+J 1 J ) If X 2 = A, an application of Eq ) to X gives A X I 1 A I 2 X I 3 I = 0, 1.4.4) where I i are the principal invariants of X. Multiplying this with I 1 and X, and summing up the resulting two equations yields 1 [ X = A 2 I 2 ) 1 + I 2 A I1 I 3 I ] ) I 1 I 2 + I 3 The invariants I i can be calculated from the principal invariants of A, or from the eigenvalues of A. Alternative route to solve X 2 = A is via eigendirections and spectral representation diagonalization) of A Change of Basis Under a rotational change of basis, the new base vectors are e i = Q e i, where Q is a proper orthogonal tensor. An arbitrary vector a can be decomposed in the two bases as a = a i e i = a i e i, a i = Q ji a j ) If the vector a is introduced, with components a i in the original basis a = a i e i), then a = Q T a. Under an arbitrary orthogonal transformation Q Q Q T = Q T Q = I, det Q = ±1), the components of so-called axial vectors transform according to ωi = det Q)Q jiω j. On the other hand, the components of absolute vectors transform as a i = Q jia j. If attention is confined to proper orthogonal transformations, i.e., the rotations of the basis only det Q = 1), no distinction is made between axial and absolute vectors. An invariant of a is a a. A scalar product of two vectors a and b is an even invariant of vectors a and b, since it remains unchanged under both proper and improper orthogonal transformation of the basis rotation and reflection). A triple scalar product of three vectors is an odd invariant of those vectors, since it remains unchanged under all proper orthogonal transformations det Q = 1), but changes the sign under improper orthogonal transformations det Q = 1).

7 A second-order tensor A can be decomposed in the considered bases as A = A ij e i e j = A ije i e j, A ij = Q ki A kl Q lj ) If the tensor A = A ij e i e j is introduced, it is related to A by A = Q T A Q. The two tensors share the same eigenvalues, which are thus invariants of A under rotation of the basis. Invariants are also symmetric functions of the eigenvalues, such as tr A = λ 1 + λ 2 + λ 3, tr A 2) = λ λ λ 2 3, tr A 3) = λ λ λ 3 3, 1.5.3) or the principal invariants of Eqs ) 1.3.5), J 1 = λ 1 + λ 2 + λ 3, J 2 = λ 1 λ 2 + λ 2 λ 3 + λ 3 λ 1 ), J 3 = λ 1 λ 2 λ ) All invariants of the second-order tensors under orthogonal transformations are even invariants Higher-Order Tensors Triadic and tetradic products of the base vectors are e i e j e k, e i e j e k e l, 1.6.1) with obvious extension to higher-order polyadic products. These tensors serve as base tensors for the representation of higher-order tensors. For example, the permutation tensor is ɛ = ɛ ijk e i e j e k, 1.6.2) where ɛ ijk is defined by Eq ). If A is a symmetric second-order tensor, The fourth-order tensor L can be expressed as A dot product of L with a vector a is ɛ : A = ɛ ijk A jk e i = ) L = L ijkl e i e j e k e l ) L a = L ijkl a l e i e j e k ) Two inner products of the fourth- and second-order tensors can be defined by L A = L ijkl A lk e i e j, L : A = L ijkl A kl e i e j ) If W is antisymmetric and L has the symmetry in its last two indices, L : W = ) The symmetries of the form L ijkl = L jikl = L ijlk will frequently, but not always, hold for the fourth-order tensors considered in this book. We also introduce the scalar products and L :: A B) =B : L : A = B ij L ijkl A kl, 1.6.8) L A B) =B L A = B ji L ijkl A lk )

8 The transpose of L satisfies L : A = A : L T, B : L : A = A : L T : B, ) hence, L T ijkl = L klij. The tensor L is symmetric if L T = L, i.e., L ijkl = L klij reciprocal symmetry). The symmetric fourth-order unit tensor I is I = I ijkl e i e j e k e l, I ijkl = 1 2 δ ik δ jl + δ il δ jk ) ) If L possesses the symmetry in its leading and terminal pair of indices L ijkl = L jikl and L ijkl = L ijlk ) and if A is symmetric A ij = A ji ), then L : I = I : L = L, I : A = A : I = A ) For an arbitrary nonsymmetric second-order tensor A, I : A = A s = 1 2 A + AT ) ) The fourth-order tensor with rectangular components can also be introduced, such that Note the symmetry properties Î ijkl = 1 2 δ ikδ jl δ il δ jk ) ) ÎI : A = A a = 1 2 A AT ) ) Î ijkl = Îklij, Î jikl = Îijlk = Îijkl ) A fourth-order tensor L is invertible if there exists another such tensor L 1 which obeys L : L 1 = L 1 : L = I ) In this case, B = L : A implies A = L 1 : B, and vice versa. The inner product of two fourth-order tensors L and M is defined by L : M = L ijmn M mnkl e i e j e k e l ) The trace of the fourth-order tensor L is tr L = L :: I = L ijij ) In particular, tr I = 6. A fourth-order tensor defined by L d = L 1 tr L)I, ) 6 satisfies The tensor tr L d =0, L d :: L = L d :: L d ) also has the property tr ˆL d =0. ˆL d = L 1 tr L)I I ) 3

9 Under rotational change of the basis specified by a proper orthogonal tensor Q, the components of the fourth-order tensor change according to L ijkl = Q αi Q βj L αβγδ Q γk Q δl ) The trace of the fourth-order tensor is one of its invariants under rotational change of basis. Other invariants are discussed in the paper by Betten 1987) Traceless Tensors A traceless part of the symmetric second-order tensor A has the rectangular components A ij = A ij 1 3 A kkδ ij, ) such that A ii = 0. For a symmetric third-order tensor Z Z ijk = Z jik = Z jki ), the traceless part is Z ijk = Z ijk 1 5 Z mmiδ jk + Z mmj δ ki + Z mmk δ ij ), ) which is defined so that the contraction of any two of its indices gives a zero vector, e.g., Z iij = Z jii = Z iji = ) A traceless part of the symmetric fourth-order tensor L ijkl = L jikl = L ijlk = L klij ) is defined by L ijkl = L ijkl 1 7 L mmijδ kl + L mmkl δ ij + L mmjk δ il + L mmil δ jk +L mmik δ jl + L mmjl δ ik ) L mmnn δ ij δ kl + δ ik δ jl + δ il δ jk ). A contraction of any two of its indices also yields a zero tensor, e.g., ) L iikl = L kiil = L ikli = ) For further details see the papers by Spencer 1970), Kanatani 1984), and Lubarda and Krajcinovic 1993) Covariant and Contravariant Components Vectors A pair of vector bases, e 1, e 2, e 3 and e 1, e 2, e 3, are said to be reciprocal if e i e j = δ j i, 1.7.1) where δ j i is the Kronecker delta symbol Fig. 1.1). The base vectors of each basis are neither unit nor mutually orthogonal vectors, so that 2D e i = ɛ ijk e j e k ), D = e 1 e 2 e 3 ) ) Any vector a can be decomposed in the primary basis as a = a i e i, a i = a e i, 1.7.3)

10 e 2 e 2 0 e 1 Figure 1.1. Primary and reciprocal bases in two dimensions e 1 e 2 = e 2 e 1 = 0). e 1 and in the reciprocal basis as a = a i e i, a i = a e i ) The components a i are called contravariant, and a i covariant components of the vector a Second-Order Tensors Denoting the scalar products of the base vectors by there follows g ij = e i e j = g ji, g ij = e i e j = g ji, 1.7.5) a i = g ij a j, a i = g ij a j, 1.7.6) e i = g ik e k, e i = g ik e k ) This shows that the matrices of g ij and g ij are mutual inverses. The components g ij and g ij are contravariant and covariant components of the secondorder unit metric) tensor I = g ij e i e j = g ij e i e j = e j e j = e j e j ) Note that g i j = δi j and g j i = δ j i, both being the Kronecker delta. The scalar product of two vectors a and b can be calculated from a b = g ij a i b j = g ij a i b j = a i b i = a i b i ) The second-order tensor has four types of decompositions A = A ij e i e j = A ij e i e j = A i je i e j = A j i ei e j )

11 These are, respectively, contravariant, covariant, and two kinds of mixed components of A, such that A ij = e i A e j, A ij = e i A e j, A i j = e i A e j, A j i = e i A e j ) The relationships between different components are easily established by using Eq ). For example, A ij = g ik A k j = A k i g kj = g ik A kl g lj ) The transpose of A can be decomposed as A T = A ji e i e j = A ji e i e j = A i j e i e j = A j i ei e j ) If A is symmetric A a = a A), one has A ij = A ji, A ij = A ji, A i j = A i j, ) although A i j A j i. A dot product of a second-order tensor A and a vector a is the vector b = A a = b i e i = b i e i ) The contravariant and covariant components of b are b i = A ij a j = A i ja j, b i = A ij a j = A j i a j ) A dot product of two second-order tensors A and B is the second-order tensor C, such that C a = A B a), ) for any vector a. Each type of components of C has two possible representations. For example, C ij = A ik B j k = Ai kb kj, C i j = A ik B kj = A i kb k j ) The trace of a tensor A is the scalar obtained by contraction of the subscript and superscript in the mixed component tensor representation. Thus, tr A = A i i = A i i = g ij A ij = g ij A ij ) Two kinds of inner products are defined by A B =tra B) =A ij B ji = A ij B ji = A i jb j i = A j i B i j, ) A : B =tr A B T ) = A ij B ij = A ij B ij = A i jb j i = A j i Bi j ) If either A or B is symmetric, A B = A : B. The trace of A in Eq ) can be written as tr A = A : I, where I is defined by 1.7.8).

12 Higher-Order Tensors An n-th order tensor has one completely contravariant, one completely covariant, and 2 n 2) kinds of mixed component representations. For a third-order tensor Γ, for example, these are respectively Γ ijk,γ ijk, and As an illustration, Γ ij k, Γi k j, Γ jk i, Γ i jk, Γ j ik, Γ k ij ) Γ =Γ ijk e i e j e k =Γ ij k e i e j e k ) The relationships between various components are analogous to those in Eq ), e.g., Γ i jk =Γ im j g mk =Γmkg n mi g nj =Γm np g mi g nj g pk ) Four types of components of the inner product of the fourth- and secondorder tensors, C = L : A, can all be expressed in terms of the components of L and A. For example, contravariant and mixed right-covariant) components are C ij = L ijkl A kl = L ij kl Akl = L ijk l A k l = L ij l k Ak l, ) C i j = L ikl j A kl = L i jkla kl = L i j k lak l = L i jk l A k l ) 1.8. Induced Tensors Let {e i } and {e i } be a pair of reciprocal bases, and let F be a nonsingular mapping that transforms the base vectors e i into and the vectors e i into ê i = F e i = F j i e j, 1.8.1) ê i = e i F 1 =F 1 ) i je j, 1.8.2) such that ê i ê j = δ j i Fig. 1.2). Then, in view of Eqs ) and ) applied to F and F T,wehave F T F =ĝ ij e i e j, F 1 F T =ĝ ij e i e j, 1.8.3) where ĝ ij = ê i ê j and ĝ ij = ê i ê j. Thus, covariant components of F T F and contravariant components of F 1 F T in the original bases are equal to covariant and contravariant components of the metric tensor in the transformed bases I =ĝ ij ê i ê j =ĝ ij ê i ê j ). An arbitrary vector a can be decomposed in the original and transformed bases as Evidently, Introducing the vectors a = a i e i = a i e i =â i ê i =â i ê i ) â i =F 1 ) i ja j, â i = F j i a j ) a =â i e i, a =â i e i, 1.8.6)

13 e 2 0 e 2 e 1 F ^ e 2 ^ 0 ^ e 2 ^ e 1 e 1 ^ e 1 Figure 1.2. Upon mapping F the pair of reciprocal bases e i and e j transform into reciprocal bases ê i and ê j. it follows that â = F 1 a, â = F T a ) The vectors a and a are induced from a by the transformation of bases. The contravariant components of F 1 a in the original basis are numerically equal to contravariant components of a in the transformed basis. Analogous statement applies to covariant components. Let A be a second-order tensor with components in the original basis given by Eq ), and in the transformed basis by A = Âij ê i ê j = Âijê i ê j = Âi jêi ê j =  j i êi ê j ) The components are related through Introducing the tensors  ij =F 1 ) i ka kl F 1 ) j l,  ij = F k ia kl F l j, 1.8.9)  i j =F 1 ) i ka k lf l j,  j i = F k ia l k F 1 ) j l ) A = Âij e i e j, A = Âije i e j, ) A = Âi je i e j, we recognize from Eqs ) and ) that A =  j i ei e j, ) A = F 1 A F T, A = F T A F, ) A = F 1 A F, A = F T A F T ) These four tensors are said to be induced from A by transformation of the bases Hill, 1978). The contravariant components of the tensor F 1 A F T in the original basis are numerically equal to the contravariant components of the tensor A in the transformed basis. Analogous statements apply to covariant and mixed components.

14 1.9. Gradient of Tensor Functions Let f = fa) be a scalar function of the second-order tensor argument A. The change of f associated with an infinitesimal change of A can be determined from ) f df =tr A da ) If da is decomposed on the fixed primary and reciprocal bases as da =da ij e i e j =da ij e i e j =da i je i e j =da j i ei e j, 1.9.2) the gradient of f with respect to A is the second-order tensor with decompositions f A = f A ji ei e j = since then Ogden, 1984) df = f A ji e i e j = f A ij daij = f da ij = A ij f A j i f A i j e i e j = da i j = f Aj i e i e j, 1.9.3) f A j da j i ) i Let F = FA) be a second-order tensor function of the second-order tensor argument A. The change of F associated with an infinitesimal change of A can be determined from df = F da ) A If da is decomposed on the fixed primary and reciprocal bases as in Eq ), the gradient of F with respect to A is the fourth-order tensor, such that F A = for then F A ji ei e j = df = For example, F e i e j = F A ji A j i F A ij daij = F da ij = A ij F A i j e i e j = F Aj i e i e j, da i j = 1.9.6) F A j da j i ) i F A = F ij A lk ei e j e k e l ) As an illustration, if A is symmetric and invertible second-order tensor, by taking a gradient of A A 1 = I with respect to A, it readily follows that A 1 ij = 1 ) A 1 ik A kl 2 A 1 jl + A 1 il A 1 jk ) The gradients of the three invariants of A in Eqs ) 1.3.5) are J 1 A = I, J 2 A = A J 1I, J 3 A = A2 J 1 A J 2 I )

15 Since A 2 has the same principal directions as A, the gradients in Eq ) also have the same principal directions as A. It is also noted that by the Cayley Hamilton theorem 1.4.1), the last of Eq ) can be rewritten as J 3 A = J 3A 1 det A), i.e., A = det A) A ) Furthermore, if F = A A T, then with respect to an orthonormal basis A ij A kl = δ ik δ jl, F ij A kl = δ ik A jl + δ jk A il ) The gradients of the principal invariants J i of A A T with respect to A are consequently J 1 A =2AT, J 2 A =2 A T A A T J 1 A T ), J 3 A =2 J 3 A ) Isotropic Tensors An isotropic tensor is one whose components in an orthonormal basis remain unchanged by any proper orthogonal transformation rotation) of the basis. All scalars are isotropic zero-order tensors. There are no isotropic first-order tensors vectors), except the zero-vector. The only isotropic second-order tensors are scalar multiples of the second-order unit tensor δ ij. The scalar multiples of the permutation tensor ɛ ijk are the only isotropic third-order tensors. The most general isotropic fourth-order tensor has the components L ijkl = aδ ij δ kl + bδ ik δ jl + cδ il δ jk, ) where a, b, c are scalars. If L is symmetric, b = c and L ijkl = aδ ij δ kl +2b I ijkl ) Isotropic tensors of even order can be expressed as a linear combination of outer products of the Kronecker deltas only; those of odd order can be expressed as a linear combination of outer products of the Kronecker deltas and permutation tensors. Since the outer product of two permutation tensors, δ iα δ iβ δ iγ ɛ ijk ɛ αβγ = δ jα δ jβ δ jγ δ kα δ kβ δ kγ, ) is expressed solely in terms of the Kronecker deltas, each term of an isotropic tensor of odd order contains at most one permutation tensor. Such tensors change sign under improper orthogonal transformation. Isotropic tensors of even order are unchanged under both proper and improper orthogonal transformations. For example, the components of an isotropic symmetric sixth-order tensor are S ijklmn = aδ ij δ kl δ mn + bδ ij I klmn) + c δ ik δ lm δ nj ), )

16 where the notation such as δ ij I klmn) designates the symmetrization with respect to i and j, k and l, m and n, and ij, kl and mn Eringen, 1971). Specifically, δ ij I klmn) = 1 3 δ ij I klmn + δ kl I mnij + δ mn I ijkl ), δ ik δ lm δ nj) = 1 4 δ iki jlmn + δ il I jkmn + δ im I klnj + δ in I klmj ) ) In some applications it may be convenient to introduce the fourth-order base tensors Hill, 1965; Walpole, 1981) K = 1 I I, J = I K ) 3 These tensors are such that tr K = K ijij =1,trJ = J ijij = 5, and Consequently, J : J = J, K : K = K, J : K = K : J = ) a 1 J + b 1 K ):a 2 J + b 2 K )=a 1 a 2 J + b 1 b 2 K, ) a 1 J + b 1 K ) 1 = a 1 1 J + b 1 1 K ) An isotropic fourth-order tensor L can be decomposed in this basis as where L = L J J + L K K, ) L K =trl : K ), L K +5L J =trl ) Product of any pair of isotropic fourth-order tensors is isotropic and commutative. The base tensors K and J partition the second-order tensor A into its spherical and deviatoric parts, such that A sph = K : A = 1 3 tr A) I, A dev = J : A = A A sph ) Isotropic Functions Isotropic Scalar Functions A scalar function of the second-order symmetric tensor argument is said to be an isotropic function if f Q A Q T ) = fa), ) where Q is an arbitrary proper orthogonal rotation) tensor. Such a function depends on A only through its three invariants, f = fj 1,J 2,J 3 ). For isotropic fa), the principal directions of the gradient f/ A are parallel to those of A. This follows because the gradients J i / A are all parallel to A, by Eq ). A scalar function of two symmetric second-order tensors A and B is said to be an isotropic function of both A and B, if f Q A Q T, Q B Q T ) = fa, B) )

17 Such a function can be represented as a polynomial of its irreducible integrity basis consisting of the individual and joint invariants of A and B. The independent joint invariants are the traces of the following products A B), A B 2 ), A2 B 2) ) The joint invariants of three symmetric second-order tensors are the traces of A B C), A2 B C ), A2 B 2 C ) ) A superposed asterisk ) indicates that the integrity basis also includes invariants formed by cyclic permutation of symmetric tensors involved. The integrity basis can be written for any finite set of second-order tensors. Spencer 1971) provides a list of invariants and integrity bases for a polynomial scalar function dependent on one up to six second-order symmetric tensors. An integrity basis for an arbitrary number of tensors is obtained by taking the bases for the tensors six at a time, in all possible combinations. For invariants of second-order tensors alone, it is not necessary to distinguish between the full and the proper orthogonal groups. The trace of an antisymmetric tensor, or any power of it, is equal to zero, so that the integrity basis for the antisymmetric tensor X is tr X 2 ). A joint invariant of two antisymmetric tensors X and Y is tr X Y). The independent joint invariants of a symmetric tensor A and an antisymmetric tensor X are the traces of the products X2 A ), X2 A 2), X2 A 2 X A 2) ) In the case of two symmetric and one antisymmetric tensor, the joint invariants include the traces of X A B), X A 2 B), X A 2 B 2 ), X A 2 B A), X A 2 B 2 A), X 2 A B), ) X 2 A 2 B), X 2 A X B), X 2 A X B 2 ) Isotropic Tensor Functions A second-order tensor function is said to be an isotropic function of its second-order tensor argument if F Q A Q T ) = Q FA) Q T ) An isotropic symmetric function of a symmetric tensor A can be expressed as FA) =a 0 I + a 1 A + a 2 A 2, ) where a i are scalar functions of the principal invariants of A. A second-order tensor function is said to be an isotropic function of its two second-order tensor arguments if F Q A Q T, Q B Q T ) = Q FA, B) Q T ) An isotropic symmetric tensor function which is a polynomial of two symmetric tensors A and B can be expressed in terms of nine tensors, such that

18 FA, B) =a 1 I + a 2 A + a 3 A 2 + a 4 B + a 5 B 2 + a 6 A B + B A)+a 7 A2 B + B A 2) + a 8 A B 2 + B 2 A ) + a 9 A2 B 2 + B 2 A 2) ) The scalars a i are scalar functions of ten individual and joint invariants of A and B. An antisymmetric tensor polynomial function of two symmetric tensors allows a representation FA, B) =a 1 A B B A)+a 2 A2 B B A 2) + a 3 B2 A A B 2) + a 4 A2 B 2 B 2 A 2) + a 5 A2 B A A B A 2) + a 6 B2 A B B A B 2) + a 7 A2 B 2 A A B 2 A 2) + a 8 B2 A 2 B B A 2 B 2) ) A derivation of Eq ) is instructive. The most general scalar invariant of two symmetric and one antisymmetric tensor X, linear in X, can be written from Eq ) as ga, B, X) =a 1 tr [A B B A) X]+a 2 tr [ A 2 B B A 2) X ] + a 3 tr [ B 2 A A B 2) X ] + a 4 tr [ A 2 B 2 B 2 A 2) X ] + a 5 tr [ A 2 B A A B A 2) X ] + a 6 tr [ B 2 A B B A B 2) X ] + a 7 tr [ A 2 B 2 A A B 2 A 2) X ] + a 8 tr [ B 2 A 2 B B A 2 B 2) X ] ) The coefficients a i depend on the invariants of A and B. Recall that the trace of the product of symmetric and antisymmetric matrix, such as A B+ B A) X, is equal to zero. The antisymmetric function FA, B) is obtained from Eq ) as the gradient g/ X, which yields Eq ) Rivlin s Identities Applying the Cayley Hamilton theorem to a second-order tensor aa + bb, where a and b are arbitrary scalars, and equating to zero the coefficient of a 2 b, gives A 2 B + B A 2 + A B A I A A B + B A) I B A 2 II A B [tr A B) I A I B ] A [ III A tr A 1 B )] ) I = 0. The principal invariants of A and B are denoted by I A, I B, etc. Identity ) is known as the Rivlin s identity Rivlin, 1955). If B = A, the original Cayley Hamilton theorem of Eq ) is recovered. In addition, from the Cayley Hamilton theorem we have III A tr A 1 B ) =tr A 2 B ) I A tr A B) I B II A )

19 An identity among three tensors is obtained by applying the Cayley Hamilton theorem to a second-order tensor aa + bb + cc, and by equating to zero the coefficient of abc. Suppose that A is symmetric, and B is antisymmetric. Equations ) and ) can then be rewritten as A A B + B A)+A B + B A) A I A A B + B A) II A B A B A = ) Postmultiplying Eq ) with A and using the Cayley Hamilton theorem yields another identity A A B + B A) A + III A B A B A = ) If A is invertible, Eq ) is equivalent to The matrix equation III A A 1 B A 1 = I A B A B + B A) ) Matrix Equation A X + X A = B A X + X A = B ) can be solved by using Rivlin s identities. Suppose A is symmetric and B is antisymmetric. The solution X of Eq ) is then an antisymmetric matrix, and the Rivlin identities ) and ) become A B + B A I A B II A X A X A = 0, ) A B A + III A X I A A X A = ) Upon eliminating A X A, we obtain the solution for X I A II A + III A )X = I A A B + B A) I 2 AB A B A, ) which can be rewritten as Since I A II A + III A )X = I A I A) B I A I A) ) I A II A + III A = deti A I A), ) and having in mind Eq ), the solution for X in Eq ) can be expressed in an alternative form X = [tr I A I A) 1 ] B I A I A) 1 B B I A I A) 1, ) provided that I A I A is not a singular matrix. Consider now the solution of Eq ) when both A and B are symmetric, and so is X. If Eq ) is premultiplied by A, it can be recast in the form A A X 12 ) B + A X 12 ) B A = 1 A B B A) ) 2

20 Since the right-hand side of this equation is an antisymmetric matrix, it follows that Y 2 = A X 1 2 B = 1 2 B X A ) is also antisymmetric, and Eq ) has the solution for Y according to Eq ) or ), e.g., I A II A + III A )Y = I A I A) A B B A) I A I A) ) Thus, from Eq ), the solution for X is X = 1 [ A 1 B + Y)+B Y) A 1] ) 4 For further analysis the papers by Sidoroff 1978), Guo 1984), and Scheidler 1994) can be consulted Tensor Fields Tensors fields are comprised by tensors whose values depend on the position in space. For simplicity, consider the rectangular Cartesian coordinates. The position vector of an arbitrary point of three-dimensional space is x = x i e i, where e i are the unit vectors in the coordinate directions. The tensor field is denoted by Tx). This can represent a scalar field fx), a vector field ax), a second-order tensor field Ax), or any higher-order tensor field. It is assumed that Tx) is differentiable at a point x of the considered domain Differential Operators The gradient of a scalar field f = fx) is the operator which gives a directional derivative of f, such that df = f dx ) Thus, with respect to rectangular Cartesian coordinates, f = f e i, = e i ) x i x i In particular, if dx is taken to be parallel to the level surface fx) = const., it follows that f is normal to the level surface at the considered point Fig. 1.3). The gradient of a vector field a = ax), and its transpose, are the secondorder tensors a = a = a j x i e i e j, They are introduced such that a = a = a i x j e i e j ) da =a ) dx =dx a) )

21 D f x 3 fx) = const. x 1 0 x 2 Figure 1.3. The gradient f is perpendicular to the level surface fx) = const. The gradient of a second-order tensor field A = Ax) is similarly A = A = A ij x k e k e i e j, A = A = A ij x k e i e j e k, so that ) da =A ) dx =dx A) ) The divergence of a vector field is the scalar The divergence of the gradient of a scalar field is f) = 2 f = a =tr a) = a i x i ) 2 f x i x i, 2 = 2 x i x i ) The operator 2 is the Laplacian operator. The divergence of the gradient of a vector field can be written as a) = 2 a = The divergence of a second-order tensor field is defined by 2 a i x j x j e i ) A = A ij x i e j, A = A ij x j e i ) The curl of a vector field is the vector a = ɛ ijk a j x i e k ) It can be shown that the vector field a is an axial vector field of the antisymmetric tensor field a a). The curl of a second-order tensor

22 S n dv ds V x 3 x 1 0 x 2 Figure 1.4. Three-dimensional domain V bounded by a closed surface S with unit outward normal n. field is similarly A = ɛ ijk A jl x i e k e l ) It is noted that A = A T ) T, while a = a. We list bellow three formulas used later in the book. If a is an arbitrary vector, x is a position vector, and if A and B are two second-order tensors, then A a) = A) a + A : a), ) A B) = A) B + A T ) B, ) A x) = A) x ɛ : A ) The permutation tensor is ɛ, and : designates the inner product, defined by Eq ). The nabla operator in Eqs ) ) acts on the quantity to the right of it. The formulas can be easily proven by using the component tensor representations. A comprehensive treatment of tensor fields can be found in Truesdell and Toupin 1960), and Ericksen 1960) Integral Transformation Theorems Let V be a three dimensional domain bounded by a closed surface S with unit outward normal nfig. 1.4). For atensor field T=Tx), continuously

23 n S ds x 1 x 3 0 x 2 C Figure 1.5. An open surface S with unit outward normal n and a bounding edge C. differentiable in V and continuous on S, the generalized Gauss theorem asserts that T)dV = n T ds ) V The asterisk ) product can be either a dot ) or cross ) product, and T represents a scalar, vector, second- or higher-order tensor field Malvern, 1969). For example, for a second-order tensor field A, expressed in rectangular Cartesian coordinates, V A ij x i dv = S S n i A ij ds ) Let S be a portion of an oriented surface with unit outward normal n. The bounding edge of the surface is aclosed curve CFig. 1.5). For tensors fields that are continuously differentiable in S and continuous on C, the generalized Stokes theorem asserts that n ) T ds = dc T ) S For example, for a second-order tensor A this becomes, in the rectangular Cartesian coordinates, S C A kl ɛ ijk n i ds = A kl dc k ) x j C

24 References Betten, J. 1987), Invariants of fourth-order tensors, in Application of Tensor Functions in Solid Mechanics, ed. J. P. Boehler, pp , Springer, Wien. Brillouin, L. 1964), Tensors in Mechanics and Elasticity, Academic Press, New York. Ericksen, J. L. 1960), Tensor fields, in Handbuch der Physik, ed. S. Flügge, Band III/1, pp , Springer-Verlag, Berlin. Eringen, A. C. 1971), Tensor analysis, in Continuum Physics, ed. A. C. Eringen, Vol. 1, pp , Academic Press, New York. Guo, Z.-H. 1984), Rates of stretch tensors, J. Elasticity, Vol. 14, pp Hill, R. 1965), Continuum micro-mechanics of elastoplastic polycrystals, J. Mech. Phys. Solids, Vol. 13, pp Hill, R. 1978), Aspects of invariance in solid mechanics, Adv. Appl. Mech., Vol. 18, pp Kanatani, K.-I. 1984), Distribution of directional data and fabric tensors, Int. J. Engng. Sci., Vol. 22, pp Lubarda, V. A. and Krajcinovic, D. 1993), Damage tensors and the crack density distribution, Int. J. Solids Struct., Vol. 30, pp Malvern, L. E. 1969), Introduction to the Mechanics of a Continuous Medium, Prentice-Hall, Englewood Cliffs, New Jersey. Ogden, R. W. 1984), Non-Linear Elastic Deformations, Ellis Horwood Ltd., Chichester, England 2nd ed., Dover, 1997). Rivlin, R. S. 1955), Further remarks on the stress-deformation relations for isotropic materials, J. Rat. Mech. Anal., Vol. 4, pp Scheidler, M. 1994), The tensor equation AX + XA =ΦA, H), with applications to kinematics of continua, J. Elasticity, Vol. 36, pp Sidoroff, F. 1978), Tensor equation AX + XA = H, Comp. Acad. Sci. A Math., Vol. 286, pp Spencer, A. J. M. 1970), A note on the decomposition of tensors into traceless symmetric tensors, Int. J. Engng. Sci., Vol. 8, pp

25 Spencer, A. J. M. 1971), Theory of invariants, in Continuum Physics, ed. A. C. Eringen, Vol. 1, pp , Academic Press, New York. Truesdell, C. and Toupin, R. 1960), The classical field theories, in Handbuch der Physik, ed. S. Flügge, Band III/1, pp , Springer-Verlag, Berlin. Walpole, L. J. 1981), Elastic behavior of composite materials: Theoretical foundations, Adv. Appl. Mech., Vol. 21, pp

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

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

CONTINUUM MECHANICS. lecture notes 2003 jp dr.-ing. habil. ellen kuhl technical university of kaiserslautern

CONTINUUM MECHANICS. lecture notes 2003 jp dr.-ing. habil. ellen kuhl technical university of kaiserslautern CONTINUUM MECHANICS lecture notes 2003 jp dr.-ing. habil. ellen kuhl technical university of kaiserslautern Contents Tensor calculus. Tensor algebra.................................... Vector algebra.................................

More information

Engineering Sciences 241 Advanced Elasticity, Spring Distributed Thursday 8 February.

Engineering Sciences 241 Advanced Elasticity, Spring Distributed Thursday 8 February. Engineering Sciences 241 Advanced Elasticity, Spring 2001 J. R. Rice Homework Problems / Class Notes Mechanics of finite deformation (list of references at end) Distributed Thursday 8 February. Problems

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

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

Mathematical Preliminaries

Mathematical Preliminaries Mathematical Preliminaries Introductory Course on Multiphysics Modelling TOMAZ G. ZIELIŃKI bluebox.ippt.pan.pl/ tzielins/ Table of Contents Vectors, tensors, and index notation. Generalization of the concept

More information

Foundations of tensor algebra and analysis (composed by Dr.-Ing. Olaf Kintzel, September 2007, reviewed June 2011.) Web-site:

Foundations of tensor algebra and analysis (composed by Dr.-Ing. Olaf Kintzel, September 2007, reviewed June 2011.) Web-site: Foundations of tensor algebra and analysis (composed by Dr.-Ing. Olaf Kintzel, September 2007, reviewed June 2011.) Web-site: http://www.kintzel.net 1 Tensor algebra Indices: Kronecker delta: δ i = δ i

More information

Vector analysis and vector identities by means of cartesian tensors

Vector analysis and vector identities by means of cartesian tensors Vector analysis and vector identities by means of cartesian tensors Kenneth H. Carpenter August 29, 2001 1 The cartesian tensor concept 1.1 Introduction The cartesian tensor approach to vector analysis

More information

Tensor Calculus. arxiv: v1 [math.ho] 14 Oct Taha Sochi. October 17, 2016

Tensor Calculus. arxiv: v1 [math.ho] 14 Oct Taha Sochi. October 17, 2016 Tensor Calculus arxiv:1610.04347v1 [math.ho] 14 Oct 2016 Taha Sochi October 17, 2016 Department of Physics & Astronomy, University College London, Gower Street, London, WC1E 6BT. Email: t.sochi@ucl.ac.uk.

More information

Physics 6303 Lecture 2 August 22, 2018

Physics 6303 Lecture 2 August 22, 2018 Physics 6303 Lecture 2 August 22, 2018 LAST TIME: Coordinate system construction, covariant and contravariant vector components, basics vector review, gradient, divergence, curl, and Laplacian operators

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

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

Chapter 7. Kinematics. 7.1 Tensor fields

Chapter 7. Kinematics. 7.1 Tensor fields Chapter 7 Kinematics 7.1 Tensor fields In fluid mechanics, the fluid flow is described in terms of vector fields or tensor fields such as velocity, stress, pressure, etc. It is important, at the outset,

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

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

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

Review of Linear Algebra

Review of Linear Algebra Review of Linear Algebra Definitions An m n (read "m by n") matrix, is a rectangular array of entries, where m is the number of rows and n the number of columns. 2 Definitions (Con t) A is square if m=

More information

Tensors, and differential forms - Lecture 2

Tensors, and differential forms - Lecture 2 Tensors, and differential forms - Lecture 2 1 Introduction The concept of a tensor is derived from considering the properties of a function under a transformation of the coordinate system. A description

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

Vector and Tensor Calculus

Vector and Tensor Calculus Appendices 58 A Vector and Tensor Calculus In relativistic theory one often encounters vector and tensor expressions in both three- and four-dimensional form. The most important of these expressions are

More information

Some elements of vector and tensor analysis and the Dirac δ-function

Some elements of vector and tensor analysis and the Dirac δ-function Chapter 1 Some elements of vector and tensor analysis and the Dirac δ-function The vector analysis is useful in physics formulate the laws of physics independently of any preferred direction in space experimentally

More information

Chapter 3 Stress, Strain, Virtual Power and Conservation Principles

Chapter 3 Stress, Strain, Virtual Power and Conservation Principles Chapter 3 Stress, Strain, irtual Power and Conservation Principles 1 Introduction Stress and strain are key concepts in the analytical characterization of the mechanical state of a solid body. While stress

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

Mathematical Background

Mathematical Background CHAPTER ONE Mathematical Background This book assumes a background in the fundamentals of solid mechanics and the mechanical behavior of materials, including elasticity, plasticity, and friction. A previous

More information

MATRIX ALGEBRA AND SYSTEMS OF EQUATIONS. + + x 1 x 2. x n 8 (4) 3 4 2

MATRIX ALGEBRA AND SYSTEMS OF EQUATIONS. + + x 1 x 2. x n 8 (4) 3 4 2 MATRIX ALGEBRA AND SYSTEMS OF EQUATIONS SYSTEMS OF EQUATIONS AND MATRICES Representation of a linear system The general system of m equations in n unknowns can be written a x + a 2 x 2 + + a n x n b a

More information

Linear Algebra (Review) Volker Tresp 2018

Linear Algebra (Review) Volker Tresp 2018 Linear Algebra (Review) Volker Tresp 2018 1 Vectors k, M, N are scalars A one-dimensional array c is a column vector. Thus in two dimensions, ( ) c1 c = c 2 c i is the i-th component of c c T = (c 1, c

More information

Vector calculus. Appendix A. A.1 Definitions. We shall only consider the case of three-dimensional spaces.

Vector calculus. Appendix A. A.1 Definitions. We shall only consider the case of three-dimensional spaces. Appendix A Vector calculus We shall only consider the case of three-dimensional spaces A Definitions A physical quantity is a scalar when it is only determined by its magnitude and a vector when it is

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

Introduction to Quantitative Techniques for MSc Programmes SCHOOL OF ECONOMICS, MATHEMATICS AND STATISTICS MALET STREET LONDON WC1E 7HX

Introduction to Quantitative Techniques for MSc Programmes SCHOOL OF ECONOMICS, MATHEMATICS AND STATISTICS MALET STREET LONDON WC1E 7HX Introduction to Quantitative Techniques for MSc Programmes SCHOOL OF ECONOMICS, MATHEMATICS AND STATISTICS MALET STREET LONDON WC1E 7HX September 2007 MSc Sep Intro QT 1 Who are these course for? The September

More information

III. TRANSFORMATION RELATIONS

III. TRANSFORMATION RELATIONS III. TRANSFORMATION RELATIONS The transformation relations from cartesian coordinates to a general curvilinear system are developed here using certain concepts from differential geometry and tensor analysis,

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

Math Bootcamp An p-dimensional vector is p numbers put together. Written as. x 1 x =. x p

Math Bootcamp An p-dimensional vector is p numbers put together. Written as. x 1 x =. x p Math Bootcamp 2012 1 Review of matrix algebra 1.1 Vectors and rules of operations An p-dimensional vector is p numbers put together. Written as x 1 x =. x p. When p = 1, this represents a point in the

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

Chapter 1. Describing the Physical World: Vectors & Tensors. 1.1 Vectors

Chapter 1. Describing the Physical World: Vectors & Tensors. 1.1 Vectors Chapter 1 Describing the Physical World: Vectors & Tensors It is now well established that all matter consists of elementary particles 1 that interact through mutual attraction or repulsion. In our everyday

More information

Vector and tensor calculus

Vector and tensor calculus 1 Vector and tensor calculus 1.1 Examples Example 1.1 Consider three vectors a = 2 e 1 +5 e 2 b = 3 e1 +4 e 3 c = e 1 given with respect to an orthonormal Cartesian basis { e 1, e 2, e 3 }. a. Compute

More information

CVEN 5161 Advanced Mechanics of Materials I

CVEN 5161 Advanced Mechanics of Materials I CVEN 5161 Advanced Mechanics of Materials I Instructor: Kaspar J. Willam Revised Version of Class Notes Fall 2003 Chapter 1 Preliminaries The mathematical tools behind stress and strain are housed in Linear

More information

Foundations of Matrix Analysis

Foundations of Matrix Analysis 1 Foundations of Matrix Analysis In this chapter we recall the basic elements of linear algebra which will be employed in the remainder of the text For most of the proofs as well as for the details, the

More information

CE-570 Advanced Structural Mechanics - Arun Prakash

CE-570 Advanced Structural Mechanics - Arun Prakash Ch1-Intro Page 1 CE-570 Advanced Structural Mechanics - Arun Prakash The BIG Picture What is Mechanics? Mechanics is study of how things work: how anything works, how the world works! People ask: "Do you

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

Knowledge Discovery and Data Mining 1 (VO) ( )

Knowledge Discovery and Data Mining 1 (VO) ( ) Knowledge Discovery and Data Mining 1 (VO) (707.003) Review of Linear Algebra Denis Helic KTI, TU Graz Oct 9, 2014 Denis Helic (KTI, TU Graz) KDDM1 Oct 9, 2014 1 / 74 Big picture: KDDM Probability Theory

More information

Matrices and Determinants

Matrices and Determinants Chapter1 Matrices and Determinants 11 INTRODUCTION Matrix means an arrangement or array Matrices (plural of matrix) were introduced by Cayley in 1860 A matrix A is rectangular array of m n numbers (or

More information

Chapter 2. Linear Algebra. rather simple and learning them will eventually allow us to explain the strange results of

Chapter 2. Linear Algebra. rather simple and learning them will eventually allow us to explain the strange results of Chapter 2 Linear Algebra In this chapter, we study the formal structure that provides the background for quantum mechanics. The basic ideas of the mathematical machinery, linear algebra, are rather simple

More information

Basic Concepts in Matrix Algebra

Basic Concepts in Matrix Algebra Basic Concepts in Matrix Algebra An column array of p elements is called a vector of dimension p and is written as x p 1 = x 1 x 2. x p. The transpose of the column vector x p 1 is row vector x = [x 1

More information

Elastic Wave Theory. LeRoy Dorman Room 436 Ritter Hall Tel: Based on notes by C. R. Bentley. Version 1.

Elastic Wave Theory. LeRoy Dorman Room 436 Ritter Hall Tel: Based on notes by C. R. Bentley. Version 1. Elastic Wave Theory LeRoy Dorman Room 436 Ritter Hall Tel: 4-2406 email: ldorman@ucsd.edu Based on notes by C. R. Bentley. Version 1.1, 20090323 1 Chapter 1 Tensors Elastic wave theory is concerned with

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

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

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

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

arxiv:hep-ex/ v1 17 Sep 1999

arxiv:hep-ex/ v1 17 Sep 1999 Propagation of Errors for Matrix Inversion M. Lefebvre 1, R.K. Keeler 1, R. Sobie 1,2, J. White 1,3 arxiv:hep-ex/9909031v1 17 Sep 1999 Abstract A formula is given for the propagation of errors during matrix

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

Tensors - Lecture 4. cos(β) sin(β) sin(β) cos(β) 0

Tensors - Lecture 4. cos(β) sin(β) sin(β) cos(β) 0 1 Introduction Tensors - Lecture 4 The concept of a tensor is derived from considering the properties of a function under a transformation of the corrdinate system. As previously discussed, such transformations

More information

Mathematical Methods wk 2: Linear Operators

Mathematical Methods wk 2: Linear Operators John Magorrian, magog@thphysoxacuk These are work-in-progress notes for the second-year course on mathematical methods The most up-to-date version is available from http://www-thphysphysicsoxacuk/people/johnmagorrian/mm

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

MATH45061: SOLUTION SHEET 1 V

MATH45061: SOLUTION SHEET 1 V 1 MATH4561: SOLUTION SHEET 1 V 1.) a.) The faces of the cube remain aligned with the same coordinate planes. We assign Cartesian coordinates aligned with the original cube (x, y, z), where x, y, z 1. The

More information

Introduction to tensors and dyadics

Introduction to tensors and dyadics 1 Introduction to tensors and dyadics 1.1 Introduction Tensors play a fundamental role in theoretical physics. The reason for this is that physical laws written in tensor form are independent of the coordinate

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

Matrices A brief introduction

Matrices A brief introduction Matrices A brief introduction Basilio Bona DAUIN Politecnico di Torino Semester 1, 2014-15 B. Bona (DAUIN) Matrices Semester 1, 2014-15 1 / 44 Definitions Definition A matrix is a set of N real or complex

More information

1 Matrices and Systems of Linear Equations. a 1n a 2n

1 Matrices and Systems of Linear Equations. a 1n a 2n March 31, 2013 16-1 16. Systems of Linear Equations 1 Matrices and Systems of Linear Equations An m n matrix is an array A = (a ij ) of the form a 11 a 21 a m1 a 1n a 2n... a mn where each a ij is a real

More information

Elastic Fields of Dislocations in Anisotropic Media

Elastic Fields of Dislocations in Anisotropic Media Elastic Fields of Dislocations in Anisotropic Media a talk given at the group meeting Jie Yin, David M. Barnett and Wei Cai November 13, 2008 1 Why I want to give this talk Show interesting features on

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

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

Solutions for Fundamentals of Continuum Mechanics. John W. Rudnicki

Solutions for Fundamentals of Continuum Mechanics. John W. Rudnicki Solutions for Fundamentals of Continuum Mechanics John W. Rudnicki December, 015 ii Contents I Mathematical Preliminaries 1 1 Vectors 3 Tensors 7 3 Cartesian Coordinates 9 4 Vector (Cross) Product 13 5

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

MATHEMATICS 217 NOTES

MATHEMATICS 217 NOTES MATHEMATICS 27 NOTES PART I THE JORDAN CANONICAL FORM The characteristic polynomial of an n n matrix A is the polynomial χ A (λ) = det(λi A), a monic polynomial of degree n; a monic polynomial in the variable

More information

Linear Algebra (Review) Volker Tresp 2017

Linear Algebra (Review) Volker Tresp 2017 Linear Algebra (Review) Volker Tresp 2017 1 Vectors k is a scalar (a number) c is a column vector. Thus in two dimensions, c = ( c1 c 2 ) (Advanced: More precisely, a vector is defined in a vector space.

More information

Course No: (1 st version: for graduate students) Course Name: Continuum Mechanics Offered by: Chyanbin Hwu

Course No: (1 st version: for graduate students) Course Name: Continuum Mechanics Offered by: Chyanbin Hwu Course No: (1 st version: for graduate students) Course Name: Continuum Mechanics Offered by: Chyanbin Hwu 2011. 11. 25 Contents: 1. Introduction 1.1 Basic Concepts of Continuum Mechanics 1.2 The Need

More information

Rotational motion of a rigid body spinning around a rotational axis ˆn;

Rotational motion of a rigid body spinning around a rotational axis ˆn; Physics 106a, Caltech 15 November, 2018 Lecture 14: Rotations The motion of solid bodies So far, we have been studying the motion of point particles, which are essentially just translational. Bodies with

More information

Gauß Curvature in Terms of the First Fundamental Form

Gauß Curvature in Terms of the First Fundamental Form Math 4530 Supplement March 6, 004 Gauß Curvature in Terms of the First Fundamental Form Andrejs Treibergs Abstract In these notes, we develop acceleration formulae for a general frame for a surface in

More information

Introduction to Matrix Algebra

Introduction to Matrix Algebra Introduction to Matrix Algebra August 18, 2010 1 Vectors 1.1 Notations A p-dimensional vector is p numbers put together. Written as x 1 x =. x p. When p = 1, this represents a point in the line. When p

More information

10. Cartan Weyl basis

10. Cartan Weyl basis 10. Cartan Weyl basis 1 10. Cartan Weyl basis From this point on, the discussion will be restricted to semi-simple Lie algebras, which are the ones of principal interest in physics. In dealing with the

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

Math 443 Differential Geometry Spring Handout 3: Bilinear and Quadratic Forms This handout should be read just before Chapter 4 of the textbook.

Math 443 Differential Geometry Spring Handout 3: Bilinear and Quadratic Forms This handout should be read just before Chapter 4 of the textbook. Math 443 Differential Geometry Spring 2013 Handout 3: Bilinear and Quadratic Forms This handout should be read just before Chapter 4 of the textbook. Endomorphisms of a Vector Space This handout discusses

More information

MOHR S CIRCLES FOR NON-SYMMETRIC STRESSES AND COUPLE STRESSES

MOHR S CIRCLES FOR NON-SYMMETRIC STRESSES AND COUPLE STRESSES CRNOGORSKA AKADEMIJA NAUKA I UMJETNOSTI GLASNIK ODJELJENJA PRIRODNIH NAUKA, 16, 2005. QERNOGORSKAYA AKADEMIYA NAUK I ISSKUSTV GLASNIK OTDELENIYA ESTESTVENNYH NAUK, 16, 2005. THE MONTENEGRIN ACADEMY OF

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

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

Boolean Inner-Product Spaces and Boolean Matrices

Boolean Inner-Product Spaces and Boolean Matrices Boolean Inner-Product Spaces and Boolean Matrices Stan Gudder Department of Mathematics, University of Denver, Denver CO 80208 Frédéric Latrémolière Department of Mathematics, University of Denver, Denver

More information

Linear Algebra review Powers of a diagonalizable matrix Spectral decomposition

Linear Algebra review Powers of a diagonalizable matrix Spectral decomposition Linear Algebra review Powers of a diagonalizable matrix Spectral decomposition Prof. Tesler Math 283 Fall 2018 Also see the separate version of this with Matlab and R commands. Prof. Tesler Diagonalizing

More information

Week 6: Differential geometry I

Week 6: Differential geometry I Week 6: Differential geometry I Tensor algebra Covariant and contravariant tensors Consider two n dimensional coordinate systems x and x and assume that we can express the x i as functions of the x i,

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

Physics 110. Electricity and Magnetism. Professor Dine. Spring, Handout: Vectors and Tensors: Everything You Need to Know

Physics 110. Electricity and Magnetism. Professor Dine. Spring, Handout: Vectors and Tensors: Everything You Need to Know Physics 110. Electricity and Magnetism. Professor Dine Spring, 2008. Handout: Vectors and Tensors: Everything You Need to Know What makes E&M hard, more than anything else, is the problem that the electric

More information

Quadratic invariants of elastic moduli

Quadratic invariants of elastic moduli Quadratic invariants of elastic moduli arxiv:cond-mat/0612506v5 [cond-mat.mtrl-sci] 9 Mar 2007 Andrew N. Norris Mechanical and Aerospace Engineering, Rutgers University, Piscataway NJ 08854-8058, USA norris@rutgers.edu

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

Introduction to relativistic quantum mechanics

Introduction to relativistic quantum mechanics Introduction to relativistic quantum mechanics. Tensor notation In this book, we will most often use so-called natural units, which means that we have set c = and =. Furthermore, a general 4-vector will

More information

Vector analysis. 1 Scalars and vectors. Fields. Coordinate systems 1. 2 The operator The gradient, divergence, curl, and Laplacian...

Vector analysis. 1 Scalars and vectors. Fields. Coordinate systems 1. 2 The operator The gradient, divergence, curl, and Laplacian... Vector analysis Abstract These notes present some background material on vector analysis. Except for the material related to proving vector identities (including Einstein s summation convention and the

More information

Linear Algebra Primer

Linear Algebra Primer Introduction Linear Algebra Primer Daniel S. Stutts, Ph.D. Original Edition: 2/99 Current Edition: 4//4 This primer was written to provide a brief overview of the main concepts and methods in elementary

More information

1 Multiply Eq. E i by λ 0: (λe i ) (E i ) 2 Multiply Eq. E j by λ and add to Eq. E i : (E i + λe j ) (E i )

1 Multiply Eq. E i by λ 0: (λe i ) (E i ) 2 Multiply Eq. E j by λ and add to Eq. E i : (E i + λe j ) (E i ) Direct Methods for Linear Systems Chapter Direct Methods for Solving Linear Systems Per-Olof Persson persson@berkeleyedu Department of Mathematics University of California, Berkeley Math 18A Numerical

More information

Symmetries, Groups, and Conservation Laws

Symmetries, Groups, and Conservation Laws Chapter Symmetries, Groups, and Conservation Laws The dynamical properties and interactions of a system of particles and fields are derived from the principle of least action, where the action is a 4-dimensional

More information

92 J.P Jarić, D.S.Kuzmanović arrangements of its indices. Therefore, any linear combination of such isomers is an isotropic tensor. It can also be pro

92 J.P Jarić, D.S.Kuzmanović arrangements of its indices. Therefore, any linear combination of such isomers is an isotropic tensor. It can also be pro THEORETICAL AND APPLIED MECHANICS vol. 26, pp. 91-106, 2001 On the Elasticity Tensor of Third Order J. P. Jarić, D. S. Kuzmanović Submitted 24 December, 1999 Abstract It was shown how the invariant third-order

More information

1 Index Gymnastics and Einstein Convention

1 Index Gymnastics and Einstein Convention Index Gymnastics and Einstein Convention Part (i) Let g δ µνe µ e ν be the metric. Then: Part (ii) x x g (x, x) δ µνe µ (x σ e σ) e ν (x ρ e ρ) δ µνx σ x ρ e µ (e σ) e ν (e ρ) δ µνx σ x ρ δ µ σ δ ν ρ δ

More information

Linear Algebra March 16, 2019

Linear Algebra March 16, 2019 Linear Algebra March 16, 2019 2 Contents 0.1 Notation................................ 4 1 Systems of linear equations, and matrices 5 1.1 Systems of linear equations..................... 5 1.2 Augmented

More information

Matrices. Chapter Definitions and Notations

Matrices. Chapter Definitions and Notations Chapter 3 Matrices 3. Definitions and Notations Matrices are yet another mathematical object. Learning about matrices means learning what they are, how they are represented, the types of operations which

More information

Linear Systems and Matrices

Linear Systems and Matrices Department of Mathematics The Chinese University of Hong Kong 1 System of m linear equations in n unknowns (linear system) a 11 x 1 + a 12 x 2 + + a 1n x n = b 1 a 21 x 1 + a 22 x 2 + + a 2n x n = b 2.......

More information

Phys 201. Matrices and Determinants

Phys 201. Matrices and Determinants Phys 201 Matrices and Determinants 1 1.1 Matrices 1.2 Operations of matrices 1.3 Types of matrices 1.4 Properties of matrices 1.5 Determinants 1.6 Inverse of a 3 3 matrix 2 1.1 Matrices A 2 3 7 =! " 1

More information

EE731 Lecture Notes: Matrix Computations for Signal Processing

EE731 Lecture Notes: Matrix Computations for Signal Processing EE731 Lecture Notes: Matrix Computations for Signal Processing James P. Reilly c Department of Electrical and Computer Engineering McMaster University September 22, 2005 0 Preface This collection of ten

More information

Math 302 Outcome Statements Winter 2013

Math 302 Outcome Statements Winter 2013 Math 302 Outcome Statements Winter 2013 1 Rectangular Space Coordinates; Vectors in the Three-Dimensional Space (a) Cartesian coordinates of a point (b) sphere (c) symmetry about a point, a line, and a

More information

A Primer on Three Vectors

A Primer on Three Vectors Michael Dine Department of Physics University of California, Santa Cruz September 2010 What makes E&M hard, more than anything else, is the problem that the electric and magnetic fields are vectors, and

More information

Linear Algebra: Lecture notes from Kolman and Hill 9th edition.

Linear Algebra: Lecture notes from Kolman and Hill 9th edition. Linear Algebra: Lecture notes from Kolman and Hill 9th edition Taylan Şengül March 20, 2019 Please let me know of any mistakes in these notes Contents Week 1 1 11 Systems of Linear Equations 1 12 Matrices

More information

Massachusetts Institute of Technology Department of Economics Statistics. Lecture Notes on Matrix Algebra

Massachusetts Institute of Technology Department of Economics Statistics. Lecture Notes on Matrix Algebra Massachusetts Institute of Technology Department of Economics 14.381 Statistics Guido Kuersteiner Lecture Notes on Matrix Algebra These lecture notes summarize some basic results on matrix algebra used

More information

02 - tensor calculus - tensor algebra tensor calculus

02 - tensor calculus - tensor algebra tensor calculus 02 - - tensor algebra 02-1 tensor the word tensor was introduced in 1846 by william rowan hamilton. it was used in its current meaning by woldemar voigt in 1899. was developed around 1890 by gregorio ricci-curbastro

More information