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Mathematical Methods for Physics and Engineering - Matematica.NET

Mathematical Methods for Physics and Engineering - Matematica.NET

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TENSORSScalars behave differently under trans<strong>for</strong>mations, however, since they remainunchanged. For example, the value of the scalar product of two vectors x · y(which is just a number) is unaffected by the trans<strong>for</strong>mation from the unprimedto the primed basis. Different again is the behaviour of linear operators. If alinear operator A is represented by some matrix A in a given coordinate systemthen in the new (primed) coordinate system it is represented by a new matrix,A ′ = S −1 AS.In this chapter we develop a general <strong>for</strong>mulation to describe <strong>and</strong> classify thesedifferent types of behaviour under a change of basis (or coordinate trans<strong>for</strong>mation).In the development, the generic name tensor is introduced, <strong>and</strong> certainscalars, vectors <strong>and</strong> linear operators are described respectively as tensors of zeroth,first <strong>and</strong> second order (the order –orrank – corresponds to the number ofsubscripts needed to specify a particular element of the tensor). Tensors of third<strong>and</strong> fourth order will also occupy some of our attention.26.3 Cartesian tensorsWe begin our discussion of tensors by considering a particular class of coordinatetrans<strong>for</strong>mation – namely rotations – <strong>and</strong> we shall confine our attention strictlyto the rotation of Cartesian coordinate systems. Our object is to study the propertiesof various types of mathematical quantities, <strong>and</strong> their associated physicalinterpretations, when they are described in terms of Cartesian coordinates <strong>and</strong>the axes of the coordinate system are rigidly rotated from a basis e 1 , e 2 , e 3 (lyingalong the Ox 1 , Ox 2 <strong>and</strong> Ox 3 axes) to a new one e ′ 1 , e′ 2 , e′ 3 (lying along the Ox′ 1 ,Ox ′ 2 <strong>and</strong> Ox′ 3 axes).Since we shall be more interested in how the components of a vector or linearoperator are changed by a rotation of the axes than in the relationship betweenthe two sets of basis vectors e i <strong>and</strong> e ′ i , let us define the trans<strong>for</strong>mation matrix Las the inverse of the matrix S in (26.2). Thus, from (26.2), the components of aposition vector x, in the old <strong>and</strong> new bases respectively, are related byx ′ i = L ij x j . (26.4)Because we are considering only rigid rotations of the coordinate axes, thetrans<strong>for</strong>mation matrix L will be orthogonal, i.e. such that L −1 = L T .There<strong>for</strong>ethe inverse trans<strong>for</strong>mation is given byx i = L ji x ′ j. (26.5)The orthogonality of L also implies relations among the elements of L thatexpress the fact that LL T = L T L = I. In subscript notation they are given byL ik L jk = δ ij <strong>and</strong> L ki L kj = δ ij . (26.6)Furthermore, in terms of the basis vectors of the primed <strong>and</strong> unprimed Cartesian930

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