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Algebra of fourth order tensors

A fourth order tensor A may be thought of as a linear function that maps second order tensor A into another second order tensor B. While this is too narrow a viewpoint1 , it suffices for the study of mechanics. We write B = A : A which defines a linear transformation that assigns a second order tensor B to each second order tensor A.
We can express any fourth order tensor, A in terms of the three Cartesian basis vectors as

A = Aijklei ⊗ ej ⊗ ek ⊗ el ,                              (2.117)

where Aijkl are the Cartesian components of A. Thus, the fourth order tensor A has 34 = 81 components. Remember that any repeated index has to be summed from one through three.
One example for a fourth order tensor is the tensor product of the four vectors u, v, w, x, denoted by u ⊗ v ⊗ w ⊗ x. We have the useful property:

(u ⊗ v) ⊗ (w ⊗ x) = u ⊗ v ⊗ w ⊗ x.                            (2.118)

If A = u ⊗ v ⊗ w ⊗ x, then it is easy to see that the Cartesian components of A, Aijkl = uivjwkx, where ui , vj , wk, xl are the Cartesian components of the vectors u, v, w and x respectively.

1A fourth order tensor can operate on a vector to yield third order tensor or can operate on a third order tensor to yield an vector.


Another example of a fourth order tensor, is the tensor obtained from the tensor product of two second order tensors, i.e., D = A ⊗B, where A, B are second order tensors and D is the fourth order tensor. In index notation we may write: Dijkl = AijBkl where Dijkl, Aij , Bkl are the Cartesian components of the respective tensors.

The double contraction of a fourth order tensor A with a second order tensor B results in a second order tensor, denoted by A : B with the property that:

(u ⊗ v ⊗ w ⊗ x) : (y ⊗ z)           =               (w · y)(x · z)(u ⊗ v),                               (2.119)
(y ⊗ z) : (u ⊗ v ⊗ w ⊗ x)           =               (u · y)(v · z)(w ⊗ x).                               (2.120)

Hence, we can show that the components of A, Aijkl can be expressed as

Aijkl = (ei ⊗ ej ) · A : (ek ⊗ el) = (ei ⊗ ej ) : A · (ek ⊗ el)                  (2.121)

Next, we compute the Cartesian components of

Algebra of Fourth Order Tensors - Civil Engineering (CE)

where Aijkl and Bmn are the Cartesian components of the tensors A and B. Note that B : A ≠ A : B.
Then, the following can be established:

(A ⊗ B) : C = (B · C)A,                                      (2.123)
A : (B ⊗ C) = (A · B)C,                                      (2.124)

where A, B, C and D are second order tensors.
The unique transpose of a fourth order tensor A denoted by At is governed by the identity

B · At : C = C · A : B = A : B · C                          (2.125)

for all the second order tensors B and C. From the above identity we deduce the index relation (At )ijkl = Aklij . The following properties of fourth order tensors can be established:

(A)t = A,                                        (2.126)
(A ⊗ B)t = B ⊗ A.                          (2.127)

Next, we define fourth order unit tensors I and  II  so that

Algebra of Fourth Order Tensors - Civil Engineering (CE)

for any second order tensor A. These fourth order unit tensors may be represented by
Algebra of Fourth Order Tensors - Civil Engineering (CE)

where (I)ijkl = δikδjl and  Algebra of Fourth Order Tensors - Civil Engineering (CE)ijkl = δilδjk define the Cartesian components of I and Algebra of Fourth Order Tensors - Civil Engineering (CE) , respectively. Note that Algebra of Fourth Order Tensors - Civil Engineering (CE)Algebra of Fourth Order Tensors - Civil Engineering (CE)t .
The deviatoric part of a second order tensor A may be described by means of a fourth order projection tensor, P where

Algebra of Fourth Order Tensors - Civil Engineering (CE)

Thus the components of dev(A) and A are related through the expression [dev(A)]ij = PijklAkl, with Pijkl = δikδjl − (1/3)δijδkl.
Similarly, the fourth order tensors S and W given by

Algebra of Fourth Order Tensors - Civil Engineering (CE)

are such that for any second order tensor A, they assign symmetric and skew part of A respectively, i.e.,

Algebra of Fourth Order Tensors - Civil Engineering (CE)


Alternate representation for tensors 
Till now, we represented second order tensor components in a matrix form, for the advantages that it offers in computing other quantities and defining other operators. However, when we want to study mapping of second order tensor on to another second order tensor, this representation seem to be inconvenient. For this purpose, we introduce this alternate representation. Now, we view the second order tensor as a column vector of nine components instead of a 3 by 3 matrix as introduced in (2.45). The order of these components is subjective. Keeping in mind the application of this is to study elasticity, we order the components of a general second order tensor, A, as,
Algebra of Fourth Order Tensors - Civil Engineering (CE)                                                                              (2.134)
In view of this, the fourth order tensor, which for us is a linear function that maps a second order tensor to another second order tensor, can be represented as a 9 by 9 matrix as,

Algebra of Fourth Order Tensors - Civil Engineering (CE)

where A and B are second order tensors and C is a fourth order tensor. Note that as before the fourth order tensor has 81 (=9*9) components. Thus, now the fourth order tensor is a matrix which is the reason for representing the second order tensor as vector.

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FAQs on Algebra of Fourth Order Tensors - Civil Engineering (CE)

1. What is the algebraic definition of a fourth order tensor?
Ans. A fourth order tensor is a mathematical object that represents a linear mapping between two vector spaces. It can be defined as a multi-dimensional array of numbers that transform according to certain algebraic rules under coordinate transformations.
2. How is the algebra of fourth order tensors different from that of matrices?
Ans. The algebra of fourth order tensors is more complex than that of matrices. While matrices can be added, multiplied, and inverted using simple rules, the algebra of fourth order tensors involves more intricate operations such as contraction, transposition, and tensor product.
3. Can fourth order tensors be used to solve practical engineering problems?
Ans. Yes, fourth order tensors find applications in various engineering fields such as solid mechanics, fluid dynamics, and electromagnetics. They are particularly useful in solving problems involving anisotropic materials, complex flow patterns, and electromagnetic wave propagation.
4. What are some common operations performed on fourth order tensors?
Ans. Some common operations performed on fourth order tensors include contraction, which involves summing over repeated indices, transposition, which swaps the indices of the tensor, and tensor product, which combines two tensors to form a new tensor.
5. Are there any computational tools available for working with fourth order tensors?
Ans. Yes, there are computational tools and software packages available that facilitate the manipulation and analysis of fourth order tensors. These tools provide functions for performing operations like tensor multiplication, contraction, and decomposition, making it easier to work with these complex mathematical objects.
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