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A. J. M. Spencer - Continuum Mechanics

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A. J. M. Spencer Continuum Mechanics
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    Continuum Mechanics
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Continuum Mechanics: summary, description and annotation

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The mechanics of fluids and the mechanics of solids represent the two major areas of physics and applied mathematics that meet in continuum mechanics, a field that forms the foundation of civil and mechanical engineering. This unified approach to the teaching of fluid and solid mechanics focuses on the general mechanical principles that apply to all materials. Students who have familiarized themselves with the basic principles can go on to specialize in any of the different branches of continuum mechanics. This text opens with introductory chapters on matrix algebra, vectors and Cartesian tensors, and an analysis of deformation and stress. Succeeding chapters examine the mathematical statements of the laws of conservation of mass, momentum, and energy as well as the formulation of the mechanical constitutive equations for various classes of fluids and solids. In addition to many worked examples, this volume features a graded selection of problems (with answers, where appropriate). Geared toward undergraduate students of applied mathematics, it will also prove valuable to physicists and engineers.

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Table of Contents Appendix Representation theorem for an isotropic - photo 1
Table of Contents

Appendix
Representation theorem for an isotropic tensor function of a tensor

Suppose that T and D are second-order tensors, such that the components of T are functions of the components of D , thus

T = T(D)

Then if

A1 for all orthogonal tensors M we say that T D is an isotropic tensor - photo 2

(A.1)

for all orthogonal tensors M, we say that T ( D ) is an isotropic tensor function of D. We consider the case in which T and D are symmetric tensors, and denote

A2 Theorem T is an isotropic tensor function of D if and only if - photo 3

(A.2)

Theorem . T is an isotropic tensor function of D if and only if

A3 where are scalar functions of tr D tr D 2 and tr D 3 Proof a - photo 4

(A.3)

where , , are scalar functions of tr D , tr D 2 and tr D 3 .

Proof (a) Sufficiency . Since M is orthogonal, tr D = tr Picture 5 , tr D 2 = tr Picture 6 2, and tr D 3 = tr 3 Hence and are unchanged if D ij are replaced by ij Assume A3 holds - photo 7 3. Hence , and are unchanged if D ij are replaced by ij Assume A3 holds Then from A2 b Necessity Assume that A1 - photo 8 ij.

Assume (A.3) holds. Then from (A.2),

b Necessity Assume that A1 is satisfied and choose the x i coordinate - photo 9

(b) Necessity . Assume that (A.1) is satisfied, and choose the x i coordinate system so that the coordinate axes are the principal axes of D . Then, in these coordinates,

A4 and A5 Choose Then - photo 10

(A.4)

and

Continuum Mechanics - image 11

(A.5)

Choose

Continuum Mechanics - image 12

Then

Continuum Mechanics - image 13

(A.6)

A7 However A1 and A6 require that T ij Hence T 12 0 T 13 0 - photo 14

(A.7)

However, (A.1) and (A.6) require that Picture 15 = T ij. Hence T 12 = 0, T 13 = 0. Similarly, by another choice of M , it can be shown that T 23=0. Thus if (D j ) is a diagonal matrix, so is ( T ij); that is, D and T have the same principal axes. Therefore we can now write

A8 Next choose Then and so A1 gives - photo 16

(A.8)

Next choose

Then and so A1 gives A9 Hence T 1 T 2 and T 3 can be expressed - photo 17

Then

and so A1 gives A9 Hence T 1 T 2 and T 3 can be expressed in terms - photo 18

and so (A.1) gives

A9 Hence T 1 T 2 and T 3 can be expressed in terms of the single function - photo 19

(A.9)

Hence T 1, T 2 and T 3 can be expressed in terms of the single function F ( D 1, D 2, D 3) as

A10 Finally choose Then and then A1 gives - photo 20

(A.10)

Finally, choose

Then and then A1 gives A11 Now the equations - photo 21

Then

and then A1 gives A11 Now the equations A12 have solu - photo 22

and then (A.1) gives

A11 Now the equations A12 have solutions for and as functions of - photo 23

(A.11)

Now the equations

A12 have solutions for and as functions of D 1 D 2 and D 3 Also - photo 24

(A.12)

have solutions for , and as functions of D 1 , D 2 and D 3. Also, because F ( D 1, D 2, D 3) has the symmetry expressed by (A.11), equations (A.12) are unaltered if any pair of D 1 D 2 and D 3 are interchanged. Hence , and are symmetric functions of D 1 D 2 and D 3. It follows from a theorem in the theory of symmetric functions that , and can be expressed as functions of

A13 Also from A10 and A12 which with A13 is equivalent to - photo 25

(A.13)

Also, from (A.10) and (A.12),

which with A13 is equivalent to A3 Answers Chapter 4 a 1 2 - photo 26

which, with (A.13), is equivalent to (A.3).

Answers
Chapter 4
  1. (a) 1 = 2 = 3 = 1+2 t , f 1 = f 2 = f 3 = 2

    (b) 1 = 2 = 3= (1+ t 2 t 2)/(1 t 3), f 1 = f 2 = f 3 = 2(1 t ) l (1 t 3)

    As t 1, all particles approach the same line x 1 = x 2 = x 3

  2. f 1 = U 2 x 1, f 2 = U 2 x 2, f 3 = 0

    Helices given parametrically by x 1 = A cos Ut + B sin Ut , x 2 = A sin UtB cos Ut , x 3 = Vt + C , where A , B and C are constants

  3. 2 U 2 a 4( x 12 + x 22)( x 1 e 1 + x 2 e 2) ; streamlines r = r 0sin , Vr 03( Picture 27 sin 2) = 2 Ua 2( z z 0) where x 1 = r cos , x 2 = r sin
  4. (a)( Picture 28 A Picture 29 )eA (b) f = 2 e 112 e 2 + 6 e 3

    (c) x 1 = 2exp(1 t 1), x 2 =2 t 2, x 3= t 2

    d x 1: d x 2: d x 3 = x 1 x 3: Picture 30 : x 2 x 3 t . Hence d x 2/d x 3 = x 2/ x 3

  5. x1 = X 1(1+ t ) A , x 2 = X 2(1 + t )2 A , x 3 = X 3(1 + t )3 A
Chapter 5
  • 1.

    (a) 3 e 1 +2 e 2+2 e 3 (b) ( e 110 e 2 + 6 e 3)/(14) c 13 e 1 10 e 2 8 e 314 d 0 3 6 e direction ratios 212 - photo 31

    (c) (13 e 1 + 10 e 2 + 8 e 3)/(14) d 0 3 6 e direction ratios 212 122 221 3 Principal - photo 32

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