MATRIX AND
TENSOR CALCULUS
With Applications to Mechanics,
Elasticity and Aeronautics
ARISTOTLE D. MICHAL
DOVER PUBLICATIONS, INC.
Bibliographical Note
This Dover edition, first published in 2008, is an unabridged republication of the work originally published in 1947 by John Wiley and Sons, Inc., New York, as part of the GALCIT (Graduate Aeronautical Laboratories, California Institute of Technology) Aeronautical Series.
Library of Congress Cataloging-in-Publication Data Michal, Aristotle D.,
1899-Matrix and tensor calculus: with applications to mechanics, elasticity, and aeronautics I Aristotle D. Michal. - Dover ed.
p. em.
Originally published: New York: J. Wiley, [1941] Includes index.
ISBN-13: 978-0-486-46246-2 ISBN-IO: 0-486-46246-3
I. Calculus of tensors. 2. Matrices. I. Title. QA433.M45 2008
515'.63-dc22
Manufactured in the United States of America
2008000472
",
To my wiJe
EDITOR'S PREFACE
The editors believe that the reader who has finished the study of this
book will see the full justification for including it in a series of volumes dealing with aeronautical" subjects. "
However, the editor's preface usUally is addressed to the reader who starts with the reading of the volume, and therefore a few words on our reasons for including Professor Michal's book on matrices and tensors in the GALCIT series seem to be appropriate.
Since the beginnings of the modem age of the aeronautical sciences a close cooperation has existed between applied mathematics and aeronautics. Engineers at large have always appreciated the help of applied mathematics in furnishing them practical methods for numerical and graphical solutions of algebraic and differential equations. How-ever, aeronautical and also electrical engineers are faced with problems reaching much further into several domains of modem mathematics.
As a matter of fact, these branches of engineering science have often exerted an inspiring influence on the development of novel methods in applied mathematics.
One branch of applied mathematics which fits especially the needs of the scientific aeronautical engineer is the matrix and tensor calculus. The matrix operations represent a powerful method for the solution of problems dealing with mechanical systems" with a certain number of degrees of freedom. The tensor calculus gives admirable insight into complex problems of the mechanics of continuous media, the mechanics of fluids, and elastic and plastic media.
Professor Michal's course on the subject given in the frame of the war-training program on engineering science and management has found a surprisingly favorable response among engineers of the aero-nautical industry in the Southern Californian region. The editors be-lieve that the engineers throughout the country will welcome a book which skillfully unites exact and clear presentation of mathematical statements with fitness for immediate practical applications.
v
THEODORE VON KAmIdN
PREFACE
This volume is based on a series of lectures on matrix calculus and tensor calculus, and their applications, given under the sponsorship of the Engineering, Science, and Management War Training (ESMWT) program, from August 1942 to March 1943. The group taking the course included a considerable number of outstanding research en-gineers and directors of engineering research and development. I am very grateful to these men who welcomed me and by their interest in my lectures encouraged me.
The purpose of this book is to give the reader a working knowledge of the fundamentals of matrix calculus and tensor calculus, which he may apply to his own field. Mathematicians, physicists, meteorologists, and electrical en~eers, as well as mechaiucal and aeronautical e~ gineers, will discover principles applicable to their respective fields. The last group, for instance, will find material on vibrations, aircraft flutter, elasticity, hydrodynamics, and fluid mechanics. .
The book is divided into two independent parts,_ the first dealing with the matrix calculus and its applications, the second with the tensor calculus and its applications. The minimum of mathematical concepts is presented in the introduction to each part, the more ad-vanced mathematical ideas being developed as they are needed in connection with the applications in the later chapters.
The two-part division of the book is primarily due to the fact that matrix and tensor calculus are essentially two distinct mathematical studies. The matrix calculus is a purely analytic and algebraic sub-ject, whereas the tensor calculus is geometric, being connected with transformations of coordinates and other geometric concepts. A care-ful reading of the first chapter in each part of the book will, clarify the meaning of the word "tensor," which is occasionally misused in modem scientific and engineering literature.
I wish to acknowledge with gratitude the kind cooperation of the Douglas Aircraft Company in making available some of its work in connection with the last part of Chapter 7 on aircraft flutter. It is a pleasure to thank several of my students, especially Dr. J. E. Lipp and Messrs. C. H. Putt and Paul Lieber of the Douglas Aircraft Company, for making available the material worked out by Mr. Lieber and his research group. I am also very glad to thank the members of my seminar on applied mathematics at the California Institute for their helpful suggestions. I wish to make special mention of Dr. C. C.
viii PREFACE
Lin, who not only took an active part in the seminar but who also kindly consented. to have his unpublished researches on some dramatic applications of the tensor calculus to boundary-layer theory in aer.o-nautics incorporated. in Chapter 18. This furnishes an application of the Riemannian tensor calculus described in Chapter 17. I should like also to thank Dr. W. Z. Chien for his timely help.
I gratefully acknowledge the suggestions of my colleague Prc;Ifessor Clark B. Millikan concerning ways of making the book more useful
to aeronautical engineers. .
Above all, I am indebted to my distinguished colleague and friend, Professor Theodore von K8.rm8.n, director of the Guggenheim Graduate School of Aeronautics at the California Institute, for honoring me by an invitation to put my lecture notes in book form for publicat,ion in
the GALCIT series. I ~ve also the delightful privilege of expressing my indebtedness to Dr.
Karman
for his inspiring conversations andwise counsel on applied mathematics in general and this volume in particular, and for encouraging me to make contacts with the aircraft industry on an advanced mathematical level.
I regret that, in order not to delay unduly the publication of this
boQk, I am unable
to
include some of my more recent unpublished researches on the applications of the tensor calculus of curved infinite dimensional spaces to the vibrations of elastic beams and other elastic media.CALIFORNIA INsTITUTE OF TECHNOLOGY
OcroBI!lB, 1946
CONTENTS
PART'IMATRIX CALCULUS AND ITS APPLICATIONS CHA.PTJlB
1. ALGlilBBAIC PBELlMINARIES Introduction • . . . . • . Definitions and notations . Elementary operations on matrices 2. ALGl!IBBAIC PRELIMINARIES (Continued)
PAGE
1 1
Inverse of a matrix and the solution of linear equations • • • • • •• 8 Multiplication of matrices by numbers, and matric polynomials. • •• 11 Characteristic equation of a matrix and the Cayley-Hamilton theorem. 12 3. DIFFERENTIAL AND INTl!lGRAL CALCULUS OF MATBICES
Power series in matrices . . • • .--. . • . . . • • • 15 Differentiation and integration depending on a numerical variable • 16 4. DIFFERENTIAL AND INTEIlBAL CALCULUS OF MATBICES (Continued)
Systems of linear differential equations with constant coefficients 20 Systems of linear differential equations with variable coefficients. 21 5. MATRIX METHODS IN PROBLl!IMS OF SMALL OSCILLATIONS
Differential equations pf motion
Illustrative example . . • • • . . . • • • .
6. MATBIX METHODS IN PROBLEMS OF SMALL OsCILLATIONS (Continued)
24 26
Calculation of frequencies and amplitudes . . . • . 28 7. MATRIX METHODS IN THE MATHEMATICAL THEORY OF AIBCllAI'T FLUTTER 32 8. MATRIX METHODS IN ELASTIC DEFORMATION THEORY
I
PART 11
TENSOR CALCULUS AND ITS APPLICATIONS
9. SPACIil LINE ELEMENT IN CURVILINEAB COORDINATES
38
Introductory remarks . • . • • . . 42
Notation and summation coDvention • . • • • • . 42 Euclidean metrio tensor • • . . • • • . . • . • . 44 10. Vl!ICI'OB FIELDS, TENSOR FIELDS, AND EUCLIDEAN GHlWITOFFilL SnmoLS
The strain tensor . • • • • • • . . . . • . . . . 48 Scalars, contravariant vectors, and covariant vectors 49
Tensor fields of rank two 50
Euclidean Christoffel symbols 53
x CONTENTS
CBAPTIlB PAGlIl
11. TENsoR ANALYSIS
Covariant difierentiation of vector fields 56
Tensor fields of rank r
=
p+
q, contravariant of rank p and covariantof rank'p. . . • • • • 57
Properties of tensor fields • • . . . . • • . . . . • • • • • • " 59 12. LAPLACE EQUATION, WAVE EQUATION, AND POISSON EQUATION IN QuaY!;'
LINlIlAR COORDINATES
Some further concepts and remarks on the tensor caloulus 60
Laplace's equation • . . . . . .' 62
Laplace's equation for veotor fields 65
Wave equation . .
.'
Poisson's equation • . . • • . •
13. SOME ELEMENTARY ApPLICATIONS OF THE TENSOR CALCULUS TO HYDRO-DYNAMICS
65 66
Navier-Stokes differential equations for the motion of a viscous'fluid • 69
Multiple-point tensor fields. . • . . • . . . • 71
A two-point correlation tensor field in turbulence • . . . • . • 73 14. APPLICATIONS OF THE TENSOR CALCULUS TO ELASTICITY THJiIORY
Finite deformation theory of elastic media • 75
Strain tensors in rectangular coordinates • • 77
Change in volume under elastic deformation 79
15. HOMOGENEOUS AND ISOTROPIC 8TaAJNs, STRAIN INV AJUANTS, AND V
ARJ-ATION OF STRAIN TENSOR
Strain invariants . . . • . • 82
Homogeneous and isotropic strains . . • • . . 83
A fundamental theorem on homogeneous strains 84
Variation of the strain tensor. . . • 86
16. STRESS TENSOR, ELASTIC POTENTIAL, AND STRESS-8TaAJN RELATIONS
Stress tensor . • • . • . • • • . . • • . • 89
Elastic potential. . . . • . . . . ',' . . . • . • • • • . . • . 91 StresHtrain relations for an isotropic medium . . • • • • • . . . 93 17. TENifoR CALCULUS IN RlmMANNJAN SPACliIS AND TBJD FuNDAMENTALS
OF CLASSICAL MECHANICS
Multidimensional Euclidean spaces . • • • • • • 95
Riemannian geometry. . . . • • . . . • 96
Curved surfaces as examples of RiElmannian spaces 98
The Riemann-Chrlstoffel ourvature ~r • • • • 99
Geodesics. • • . . • • • . • . . . . • . . . . 100 Equations of motion of a dynamical system with n degrees of freedom. 101
CONTENTS xi
CBAPTmB PAGE
18. ,ApPLICA!l'IONB OF THE TENSOB CALCULUS TO BOUNDARy-LAYER TBlDOBY
"Incompressible and compressible fluids. • • . • . . . • • . . 103
Boundary-layer equations for the steady motion of a homogeneous
in-compressible fluid • 104
NOTES ON PART I • • • • III
NOTJIlS ON PART IT. . • • 114
RuEBENCES FOB PART I • 124
RmFERENCES FOR PART IT 125
PART I. MATRIX CALCULUS
AND ITS APPLICATIONS
Introduction.
CHAPTER 1
ALGEBRAIC PRELIMINARIES
Although matrices have been investigated by mathematicians for al-most a century, their thoroughgoing application to physics,
It
engineer-ing, and other subj~ts2 - such as cryptography, psychology, and educational and other statistical measurements - has taken place o~ysince 1925. In particular, the use of matrices in aeronautical engi-neering in connection with small oscillations, aircraft flutter, and elastic deformations did not receive much attention before 1935. It is inter-esting to note that the only book on matrices with systematic chaptem on the differential and integral calculus of matrices was written by three ~ronautical engineers.t .
Definitions and Notations.
A table of mn numbers, called elements, arranged in a rectangular array of m rows and n columns is called a matrix 3 with m rOW8
am
ncolumna. If
a}
is the element in the ith row and 3th column, then the matrix can be written down in the following pictorial form with the conventional double bar on each side.aI,
~,... ,
a~a~, ~, ... , a~
ai,
a;', ... ,a:'
In
the expressionoj
the index i is called a 8Uper8Cl'ipt and the index 3 a 8Ubscript. It is to be emphasized that the superscript i inoJ
is not the ith power of a variable 0,.If the number m of rows is equal to the number n of columns, then
t
Superior numbers refer to the notes at the end of the book.t
Frazer, Duncan, and Collar, ElementaT'/l Matrice& and 80fM ApplicCJtioM to Dynamic8 and Diilertmti4l EguatioM, Cambridge University Press, 1938.2 ALGEBRAIC PRELIMINARIES
the matrix is called a square matrix.
t
The number of rows, or equiva-lently the number of columns, will be called the order of the square matrix. Besides square matrices, two other general'types of matrices occur frequently. One is the row matrixII
al,as, "',
axII ;
the other is the column matrixam
It is
to
be observed that the superscript 1 in the elements of the row matrix was omitted. Similarly the subscript 1 in the elements of the column matrix was also omitted. All this is done in the interest of brevity; the index notation is unnecessary when the index, whether a subscript or superscript, cannot have' at least two values.It is often very convenient
to
have a more compact notation for matrices than the one just given. This compact notation is as follows:if
oj
is the element of a matrix in the ith row and jth column we can write simplyII
oj "
instead of stringing out all the mn elements of the matrix. In par-ticular, a row matrix with element al: in the kth column will be written
II
al:II,
and a column matrix with element al: in the kth row will be written
II
al:II.
Elementary Operations on Matrices.Before we can use matrices effectively we must define the addition of
matrices and the muUiplication of matrices. The definitions are those
that have been found most useful in the general theory and in the applications.
Let A and B be matrice8 oj the same type, i.e., matrices with 'the same number m of rows and the same number n of columns. Let
A =
II
a;
II,
B =II
bjII .
Then by the sum A
+
B of the matrices A and B we shall mean thet It will occasionally be convenient to write tliJ for the element in the ith row and jth column of a square matrix. See Chapter 5 and the following chapters.
ELEMENTARY OPERATIONS ON MATRICES 3
uniquely obta.inable matrix
c=
11411,
wherec}
=
oj
+
b} (i=
1, 2, ... , mj j = I, 2, ... , n).In other words, to add two
matrices
of the same type, calbulate the matrix whose elements are precisely the numerical sum of the cor-responding elements of the two given matrices. The addition of two matrices of different type has no meaning for us.To complete the preliminary definitions we must make clear what we mean when we say that two
matrices
are equal. Two matrices A==
II
oj
II
and B
==
II
bj
II
of the same type are equal, written as A = B, if and only if the numerical equalitiesoj
=b}
hold for each i and j.Exercise
I, -1, ~, 5A=
0, 0, 3, -2 1.1, 2, -4, 1 0, 0, -~, 1 0, 0, -I, 3 I, 0, 2, -4 Then I, -1, 0, 6 A+
B = 0, 0, 2, 1 2.1, 2, -2,-3The following results embodied in a theorem show that matric addition has some of the properties of numerical ad~tion.
THEOREM. If A and B are any
two
matrices
of the same type, thenA +B = B+A.
If C is any third
matrix
of the same type as A and B, then (A+
B)+
C=
A+
(B+
0).Before we proceed with the definition of muUiplication of matrices, a word or two must be said about two very important special square matrices. One is the
zero
matrix, i.e., a square matrix all of whose elements are zero,0,0,' ",0 0,0"",0
4 ALGEBRAIC PRELIMINARIES'
We can denote the zero matrix by the capital letter O. Occasionally we shalI use the terminology zero matrix for a non-squa.re matrix with zero elements.
The other is the
unit
matri3:, i.e., a matrix where. I =
II
8;II,
~
=
1 if i =j.=
0 if i ~j. In the more explicit notation1,0,0,,·,,0 0,1,0,···,0 0,0,1,0,·,·,0
1=
0,0,0"",0,1
One of the most useful and simplifying conventions in all mathe-matics is the
8Ummation convention:
therepetition
01
an
iru1exonce as a
sub8cript and once as a superscript
wUZindicate
a summation over
the totalrafl4e
01
that iru1ex. For example, if the range of the indices is1 to 5, then '
Ii
ap'
means
.Eap'
or D.J.b1+
afb2
+
aafJ8
+
aJJ4
+
aH.
1=1
Again we warn the reader that th~ superscript i in b' is
not
the ith power of a variable b.The definition of the multiplication of two matrices can now be given in a neat form with the aid of the summation convention. Let
~, ~,
... , a!.
~,~,... , a:.
A=
~,a;, ... ,
a:.
b~, ~, ... , b; ~,~,... ,b!.
B..,.ELEMENTARY OPERATIONS ON MATRICES 5
Then, by the product AB 0/ the two matrice8, we 8haJl
mean
the mcrtri:eC=lIc;lI,
where
c; =
a'J>j
(i=
1,2, ... , nj j=
1, 2, .•• , p).If
c;
is written out in extenso without the aid of the summation qon-vention, we havei 'bI 'bi
+
'bmCj=/lij+(J3i+··· Q,f,,;j.
It should be emphasized here that, in order that the product AB of two matrices be well defined, the number of rows in the matrix B must be precisely equal to the number of columns in the matrix A. It follows
in particular that,
i/
A and B are square matrice8 0/ the sam.e type, then AB as well as BA is always weU defined. However, it must beempha-sized
that in general AB is not equal to BA, written 88 AB ¢ BA,even if both AB and BA are well defined. In other words, matrix multiplication of matrices, unlike numerical multiplication, is
not
always commutative.Exercise
The following example illustrates the non-commutativity of matrix multiplication. Take A
-11
0 1 0 1II
- so thatat
=
0, ~=
1, ~=
1, ~=
0, and B ==II
-01 0 1II
so thatM
= -1, ~ "" 0, b~ = 0, ~ = 1. Now Hence Similarly c~= a!b! =
(0)(-1)+
(1)(0)=
0, ~=
a!b;
=
(0)(0)+
(1)(1)=
1, ~ = ~1=
(1)(-1)+
(0)(0) = -1, ~=
a2..b;
= (1)(0)+
(0)(1) =o.
AB=
II_~ ~
II·
BA-II
~ -~
II·
But obviously AB ¢ BA.. The unit. matrix 1 of order n baa the interesting property that it commutes with all square matrices of the. same order. In fact, if A is
6 ALGEBRAIC PRELIMINARIES
an arbitrary square matrix of order n, then AI = IA
=
A.The multiplication of row and column matrices with the same number of elements is instructive. Let
A ~
II
~II
be the row matrix andB =
II
biII
the column matrix. Then AB = a.:tJ', a number, or a matrix with one element (the double-bar notation has been omitted).
Exercise
o
H A =
II
1, 1, 0II
and B - 0 ,then1
AB = (1) (0)
+
(1) (0)+
.(0) (1)=
O.This example also illustrates the fact that the product oj
two
matrice8 can be a zeromatrix
although neither of the multipZied matrices i8 a zeromatrix.
The multiplication oj a square
matrix
with a columnmatrix
occurs frequenJly in the applications. A system of n linear al{Jebraic equations in n unknowns Xl, Xl, ... , x"ajxi ..;
bi can be written as a ltingZematrix
equationAX=B
in the unknown column matrix X =
II
XiII
and the given squarematrix A = I~
a}
II
and column matrix B -=II
biII.
A system of first-order difierential equationsdx' •. - = lLjX'
dt
can be written as one matric difierential.equation
dX
=
AX. dtFinally a system of second-order difierential equations occurring in the theory of small oscillations
(/Jxi , .
- =ajtl
ELEMENTARY OPERATIONS ON MATRICES 7
can
be
written as one matric second-order differential equation~"'AX.
The above illustrations suffice to show the compactness and
sim-plicity of matric equations when use is made of matrix multiplication.
Exercises
1. Compute the matrix AB when
A.IWI
audB-II_~~!II·
Is BA defined? Explain.
I. Compute the matrix AX when
A =
II-l:
~:!
II
and X=
II
j
II·
CHAPTER 2
ALGEBRAIC PRELIMINARIES (Continued)
Inverse of a Matrix and the Solution of Linear Equations,l
The inverse a-1, or reciprocal, of a real number a is well defined if
a ~ O. There is an analogous operation for square matrices. If A
is
a squarematri2:
A=IIt411
oj arder n and if the determinant
I
t4
I
~ 0, or in more extended no.. tation~'~'"''
a!
~,a:,
... ,
~ai,
a;, ... ,
a:
~O,
then there exists a 'Unique
matrix,
written
A -1 in analogy to the inverse ofa number, 'ID'ith the important propertie8
{
AA-1
=
I
(2·1)
A-1A
= I (I is the unit matrix.)The matrix: A-1, if it exists, is called the inverse
matrix
oj A.In fact, the following more extensive result holds good. A nec688ary and sufficient condittion that a
matri2:
A=
II
t4
II
have an inverseis
that the associated determinantI
a}
I
~ O.From now on we shall refer to the determinant a =
I
aj
I
as the determinant a of the matrix A. Occasionally we sha]J,write
I
A Ijor the determinant 01 A.The general form of the inverse of a matrix can be given with the aid of a few results from the theory of determinants. Let a =
I
aj
I
be a determinant, not necessarily different from zero. Let
a:
be the cofactort
of a~ in the determinant a; note that the indices i and j are interchanged ina:
as compared witha{.
Then the following resultst The (n - I)-rowed determinant obtained from the determinant G by striking
out the.ith row and ith column in G, and then multiplying the result by (_I)H1. 8
INVERSE OF A MATRIX
come from-the properties of determinants:
a;-al '"
aa1
(expansion by elements of ith row);ajai",
aa1
(expansion by elements of kth column). H then the determinanta '"
0, we obtain the following relations,(2·2) on defining
.. =
~,{
t4M
~ja£=
ai
~a:
M= -.
, a· 9Let A",
II
aj
II,
B=
II
~IIi
then' relations 2·2 state, In. terms of matrix multiplication, thatAB=I, BA =1.
In
other words, the matrix B is precisely the inverse'matrix A-1 of A. To summarize, we have the following. computational result:iJ
the determinant a oj a square matrix A '"II
aj
II
i8 dijJerent Jrom zero, then the inverse matrix A -1 oj A exists and i8 gifJen byi
A-1
=
II
~II,
where
M '"
a; andex}
i8 the coJactor ojat
in the determinant a oj thea
matrix A.
These results on the inverse of a matrix have a simple application
to
the solution of n non-homogeneous linear (algebraic) equations in n unknowns xl, z2, "', x". Let the n equations be .ajxi=b'
(the n'J numbers
aj
are given and the n numbers bi are given). On de-fining the matricesA
=
II
aj
II,
X="
x'1/,
B=
II
b'II,
we can, as
in
the first chapter, write the n linear equations as one matric equationAX=B
in the unknown column matrix X. If we now assume tha.t the de-terminant a of the matrix A is not zero, the inverse matrix A -1 will
exist and we shall have by matrix multiplication A-1(AX) = A-lB.
Since A-1A
=
1 and IX=
X, we obtain the solutionX",
A-IBoj the equation AX = B. In other words, if
aj
is the cofactor ofa!
in the determinant a of A, then Xi - a;:tJija i8 the solution oj the 8flstem10 ALGEBRAIC PRELIMINARIES
oj n
equations
*1
=
b' under thecondition
a ;o! O. This is equivalentto Cramer's rule! for the solution of non-homogeneous linear equations as ratios of determinants. It is
more
explicitthan Cramer's
rule in that the determinants· in the numerator of the solution expressions are expanded in terms of the given right-hand sides b1, bt, "', b-of thelinear equations. It is sometimes possible to solve the equations
*' ..
b' readily and obtain x' = ).jbf. The inverse matrix A -1 to A =II
oj
II
can then be read off by inspection - in fact, A-1 =
II
>.}
II.
Practical methods, including approximate methods, for the calcula-tion of the inverse (sometimes called reciprocoI) of a matrix are given in Chapter IV of the book on matriees by Frazer, Duncan, and Collar. A method based on the Cayley-Hamilton theorem will be presented at the end of the chapter.
A simple example on the inverse of a matrix would be instructive at this· point.
ExerciSe
. Consider the two-rowed matrixA =
II_~ ~
/I.
According to our notationsal
= 0, ~ = 1, ~ = -1, ~ = O.Hence the cofactors
aj
of A will beal
=
(cofactor ofaD
= 0, ~ = (coflloCtor of ~=
-1,a~ .. (cofactor of ~) = 1,
ex:
= (cofactor of ~) - O.Now A -1 =
II
~jII ,
where ~ =aj/a.
But the determinant of A isa
=
1. This gives us immediately ~t=
0, ~ = -1, {If = 1, ~=
O.In other words,
A -1 =
II
~
-
~
II·
Approximate numerical examples abound in the study of airplane-wing oscillations. For example, if .
0.0176, 0.000128, 0.90289 A = 0.000128, 0.00000824, 0.0000413 , 0.00289, 0.0000413, 0.000725 then approximately 170.9, 1,063., -741. 7 A-I... 1063., 176,500., -14,290. -741.7, -14,290., 5,150.
MULTIPLICATION OF MATRICES 11 . From :the rule for the product of two determinants,8 the following
result is immediate on observing closely the definition of the product of two matrices:
If A and B are two square matrices with determinants a and b reapec-tWely, then the determinant c of the
matric
product C = AB i8 given by the numerical muUiplication of the two number8 a and b, i.e., c=
aboThis result enables us to calculate immediately the determinant of the inverse of a matrix. Since AA-1 = I, and since the determinant of
the unit matrix I is 1, the above result shows that the determinant of A -1 is
1/
a, where a i8 the determinant of A.From the associativity of the ope~tion of multiplication of square matrices and the properties of inverses of matrices, the usual index laws for powers of numbers hold good for powers of matrices even though matric multiplication is not commutative. By the
associativity
of the operation of matric multiplication we mean that, if A, B, Careany three square matrices of the same order, then
t
A (BC) = (A[J)C.
If then A is a square matrix, there is a unique matrix AA ••• A with 8 factors for any given positive integer 8. We shall write this matrix
as A' and call it the 8th power of the matrix A. Now if we define
AD
=
I, the unit matrix, then the following index law8 hold for all poBiJive integral and zero indice8 r and s:A'A' = A'A' = A-+-(A')' = (A')' = A".
Furthermore, these index laws hold for all integral r and 8, positive or
negative, whenever A -1 exists. This is with the understanding that
negative power8 of matrices are defined as positive power8 of their inver8es, i.e., A -r is defined for any positive integer r by
A-r = (A-I) •.
Multiplication of Matrices by Numbers, and Matrie Polynomials. Besides the operations on matrices that have been discussed up to this section, there is still another one that is of great importance. If
A = 1\
a}
\I
is a matrix, not .necessarily a square matrix, and a is a number, real or complex, then by aA we 8hallmean
the matrixII
aa}
II.
Thia operation of multiplication by numbers enables us to consider
matrix polynomials of type
(2·3)
aoA"
+
alA ,,-1+
agA,,-4l+ ... +
a..-
1A+
aJ.t Similarly, if the two square matrices A and B and the column matrix X have
12 ALGEBRAIC PRELIMINARIES
In expression 2 "3, au, at, ..• , a.. are numbers, A is a square matrix, and I is the unit matrix of the same order as A. In a given matric polynomial, $e
ais
are given numbers, and A is a variable square matrix.Characteristic Equation of a Matrix and the Cayley-Hamilton Theorem.
We are now in a position to discuss some results whose importance cannot be overestimated in the study of vibrations of all sorts (see Chapter 6).
If A -
II
aj
II
is a given square matrix of order n, one can form the matrix >J - A, called the characteri8tic maJ,rix of A. The determinant of this J[l8.trix, considered as a function of )., is a (numerical) poly-nomial of degree n in ).; called the characteri8tic Junction oj A. More explicitly, let J().) =I
>J - AI;
then J().) has the form J().) - ). ..+
at). .. -l+ ... +
a..-l).+
a...
Sincea..
=J(O) ,
we see thata.. ...
I
-AI;
ie.,
a..
is (-1)" times the determinant oj thematrix
A.
The algebraic equation of degree n for )..J().) = 0
is called the charactmatic equation oj the
matrix
A, and the roots of the equation are called the charactmatic roots oj A.We shall close this chapter with what is, perhaps, the most famous theorem in the algebra of matrices.
THE
CAYLEY-lIA.MruroN THEOREM:.Let
J().) = ). ..
+
atA .. -1+ ... +
a..-l).+
a..
be the characteristic Junction oj a m.at1'W A, and let I and 0 be the unit
matrix
and sero matrix respectively with an order equalto
that oj A. Then the matric polynomial equationX"
+
a1X .. - l+ ... +
a..-1X
+
aJ =
0is 8atisjied by X = A.
Example
Take A =
II
~ ~
II;
then J().) = \'_~
-!
I
= ).2 - 1. Heren=2,and'at-O,at=-1.
ButA2'=II~ ~II'
HenceA2-I=O. The Cayley-Hamilton theorem is often laconically stated in the form "A matrix satisfies its own characteristic equation." In symbols,if J(>..) is the characteristic function for a matrix A, then J(A) = O. Such statements are, of course, nonsensical if taken literally at their
OHARACTERISTIC EQUATION OF A MATRIX 13
face value. However, such mnemonics are useful to those who thor-oughly understand the statement of the Cayley-Hamilton theorem.
A knowledge oj the characteri8tic Junction oj a
matrix
enabks one to compute the inver8e oj amatrix,
iJ itexists,
with the aid oj the Cayley-Ham1,1J,on theorem. In fact, let A be an n-rowed square matrix with an inverse A-1. This implies that the determinant a of A is not zero. Since 0 ;14 ~ = ( -1)"a, we find with the aid of the Cayley-Hamilton theorem that A satisfies the matric equation1
1= - -[A"
+
a1A-1+ ... +
a,,_~2+
a,.-tAJ.
~
Multiplying both sides by A -1, we See that the inver8e
matrix
A -1 canbe compute(llYg the Jollowi1l4 JorTIItula:
(2·4) A -1
=
--=[A .. -1 -1+
alA ,,-II+ ... +
a-~+
an-1I].a,.
To compute A -1 by formula 2·4 one has to know the coefficients a1.
at, "', a,.-l, a" in the characteristic function of the given matrix A. Let A =
II
aj
II
i then the trace of the matrix A,written
tr (A), isdefined by tr (A) = ~, the sum of the n diagonal elements a~,~, "', 0.;. Define the numbers' 81, Bt, " ' , 8" by
(2·5) 81
=
tr (A), Bt = tr (A2), "', 8~ = tr (A~), "', 8" = tr (A") so that 8r is the trace of the rth power of the given matrix A. It can be shown' by a long algebraic argument that the numbers a1, "', a,. can be computed successively by the following recurrence formulas:(2·6)
a1 = -81
G2 = -t(a181
+
82)as
= -t(G281+
a1Bt+
83)1
a,. = --(a-181
+
a-2B2
+ ... +
a18,,-1+
8 .. ).n
We can summarize our results in the following rule for the calculation of the inverse matrix A-1 to a given matrix A.
A RULE FOR CALCULATION OF THE INVERSE MATRIX A-1. First
compute the first n - 1 powers A, A2, "', A--1 of the given n-rowed' matrix A. Then compute the diagonal elements only of A". Next compute the n numbers 81, 81, " ' , 8 .. as defined in 2·5. Insert these values for the 8. in formula 2·6, and calculate a1, G2, " ' , ~ successively by means of 2·6. Finally by formula 2·4 one can
calcu-14 ALGEBRAIC PRELIMINARIES
late A-t from the kIiowledge of aI, "',
a..,
and the matrices A, AI,.. " A-I. Notice that the whole A" is not needed in the calculation but merely s .... tr (A"), the trace of A".
P'Unched-card met1wd8 can be
uSed
to
calculate the powers of the matrix A. The .rest of the calculations are easily made by standard calculating machines. Hence one method of getting numericalsolutiona
ola system of n linear
equations
in the n 'Unknownsz'
*1
=
bi(I
aj
1
¢ 0)
is
to
compute A-I of A =II
aj
II
by the above rule with the aid ofpunched-card methods and then
to
compute A-IB, where B=
/I
b'/I,
by punched-card methods. The Solution column matrix X=
II
z' " is given by X = A-lB.Exercises
1. Calou1ate the inverse matrix to A '"
II
~ ~
II
by the last method of tlUachapter. Solution.1
Now A-I '" - - [A
+
IItl] '" A. Hence litI. See the exercise given in M. D. Bingham's paper. See the bibliography. 8. Calculate A-I by the above rule when
15 11 6 -9 -15 1 3 9 -3 -8 A.. 7 6 6 -3 -11 7 7 5 -3 -11 17 12 5 -10 -16
Mter calculating A2, A', A4, and the diagonal elements of AS, caloulate '1'" 5.
It .. -41,
'8 ..
-217, B4 .. -17, Is '" 3185. Inserting these values in 2·6, findIII '" -5, lit '" 33, 113 .. -51, 114 '" 135, IJa .. 225 •. Incidentally the characteristio equation of A is
I().) '" AI - 5A4
+
33).8 - 51A9+
135).+
225 _ (A+
1)().9 - SA+
15)1 '" O.Finally, using formula 2·4, find
-207 64 -124 III 171 1 -315 30 195 -ISO 270
,4-1 ... - - -315 30 -30 45 270 225 -225 75 -75 0 225 -414 53 52 -3 342
CHAPTER 3
DIFFERENTIAL AND INTEGRAL CALCULUS
or
MATRICES Power Series in Matrices.
Before we discuss the subject of power series, it is convenient
to
make a few introductory remarks on general series in matrices. Let Ao, Al , ·As, Aa ... be an infinite sequence of matrices of the same type(Le., same number of rows and col1¥Ulls) and let
8
p=
Ao+
Al+
As+ ... +
Ap be the matric sum of the matrices Ao, Al , As, .'., and A p.If every element in the matrix
8
p converges (in the ordinary numericalsense) as p tends to infinity, then by
8
= lim8
p we shall mean thep->o>
matrix
8
of the limiting elements. If then the matrix8
= lim8
p exi8tsp-+CZI
in the above sense,
..,
we shall say, by definition, that thematric
infinite seriesD,.
converges to thematrix 8.
,. ... 0Example
1 1- 1
Take Ao = 1 , Al = 1 As , = -1 Aa 2! ' = -1 ... A, 3! ' , = -1 ... Then
if'
.
8
= Ao+
Al+
As+ ... +
Ap =(1
+
1
+
!
+
!
+ ... +
!)1
p 2! 3! p! .
Hence, on recalling the expansion for the exponential
..,
e, we find thatlim 8p = el. In other words, :EAr = el.
p--+Q) r==O
If A is a square matrix and the al,
as, ...
are numbers, one can consider matric power series in A..,
:Ea,.Ar ..
r=O
In other words, matric power series are particular matric series in which each matrix Ar is of special type
t
A,. = a,.Ar, where Ar is the rth power of a square matrix A. (AO = 1 is the identity matrix.) Clearly matricpolynomials (see Chapter 2) are special matric power series in which aU the numbers a, after a certain value of i are zero.
An important example of a matric power series is the
matric
exp0-nential Junction e" defined by the following matric power series:e" -
1 +A +.!:..A2+.!:..Aa+ .••+ ...
2! 31 .
t
The index r is not summed.16 DIFFERENTIAL AND INTEGRAL CALCULUS
The following properties of the matrix exponential have been used
frequently in investigations on the matrix calculus:
1. The matric power series expansion for ~ is convergentl for all
square matrices A. ,
2. ~Il = ileA.
=
~+B whenever A and B are commutative matrices, i.e., whenever AB=
BA.3.
,~e-A. = e-A.~=
I.
(These relations express the fact that e-A.is the inverse matrix of ~.)
Every numerical power series has its matric analogue. However, the corresponding matric power series'have more complicated proper-ties-for example,~. Other ~ples are, say, the matric sine, sin
A, and the matric cosine, cos A, defined by
sin A
=
A - !..A8+
1_A& - •••31
sr-1 1
COB A
=
I - 2!A2+
41A4 - ••••The usual trigonometric identities are not always satisfied by sin A and cos A for arbitrary matrices.
Difterentiation and Integration of :Matrices DependiD,g on a
Numeri-cal Variable.
Let A(t) be a matrix depending on a numerical variable
t
so that the elements of A(t) are numerical functionS oft.
aW), ~(t), .", a!(t) ~(t), ~(t), '.', a!(t)
A(t) =
ar(t), a:(t), ... , a:(t)
Then we'define the derivative of A (t), and write it
d~(t),
by~(t) ~(t) da!(t)
dt'dt' ... , &
dA(t)---;u:-
=
~(t) ~(t) da!(t)d.t' d.t' ... ,
---;u:-DIFFERENTIATION AND INTEGRATION 11 Similarly we define the
integral
of A (t) byfA(t)dt=
f~(t) dt, f~(t) dt, "', fa!(t) dt
f~(t) dt, f~(t) dt, "', fo!(t) dt
far(t) dt, fa:(t) dt, "', frt:(t) dt
It is no mathematical feat to show that differentiation of matrices has the following properties:
(3·1) d[A (t) dt
+
B(t)] = dA (t)-;u
+
dB(t)---;it
(3·2) d[A (t)B(t)]=
dA (t) B(t) A (t) dB(t)dt dt
+,
dt(3·3)
~[A
(t)B(t)C(t)] =d~t)
B(t)C(t)+
A (t)d~t)
C(t) +A(t)B(t)d~t),
etc.
There are important immediate consequences of properties 3·2 and 3 ·3. For example, from 3·2 and A -l(t)A (t) = I, we see that
(3.4) dA-l(t) = _A-l(t)dA(t)A-l(t)
dt d t '
Also, from 3·3, we obtain
(3.5) dA3(t) = dA(t) A2(t)
+
A (t)dA(t) A(t)+
A2(t)dA(t).dt dt dt dt
There are similar formulas for the derivative of any positive integral power of A (t).
IT t is a real variable and A a constant square matrix, then one obtains
d(trA) = rtr-lA
dt •
Then, with the usual term-by-term differentiation of the numerical exponential, the following difJerentiation can be justified:
{
d (eA) P t3
~ = A +t42+2~a+3IA4+ ...
+ ...
(3·6)
18 DIFFERENTIAL AND INTEGRAL CALCULUS
There is an important theorem in the matrix calculus that turns up in the mathematicaJ theory of aircroJt flutter (see Chapter 7). The proof, into which we' can not enter here, makes use of the modem
theory of Ju,nctionals.
THEoREM.
If
F(A) is a pqwer 8eries that confJerge8 Jor all A, then the matric pqwer series F(A) can be computed by the ezpansion2(3·7)
where A ia an n-rowed square matrix with n distinct characteri8tic roots
Al,
AI, "', ~, and (h,<h, "',
G .. are n matrice8 defined by8 (3·8) G. = 1ll(AI-
A).ll(Ai - A.) ,'',
i"""
There are a few matters that must be kept in mind in order to have a clear underst&ndin& of the meaning of this result. In the first place the matric power series F(A) =
aJ
+
alA+
atA
2+ ... + ...
when-ever F(A)
=
era+
alA+
atX2+ .. , + ....
In other words AD=
1 is"replaced" by AD = I, the unit matrix, in the transition from F(A) to F(A). Secondly to avoid ambiguities we
muSt
write explicitly the compact products occurring in equation 3·8.TI(Ai - A,) = (AI - Ai)(A2 - Ai) .•• (A.-I - A.)(Ai+t - A,) •••
~
- Ai),ipt.,
II(AI-A)
=
(All - A)(Asl - A) .•. (A'-ll - A)(Ai+1I - A) •••ipt.i
(AJ - A).
There are special cases of particular interest in vibration theory (see Chapters 6 and 7). They correspond to the power of a matrix Ar and
the matrix ·exponential~. The expansion 3·7 rields immediately (3·9)
and (3·10)
where the matrices G, have the same meaning as in 3·8.
Exercise
Calculate the matrix
eA
when A is the matrix A =II
~ ~
II·
Check the result by calculatingeA
directly.DIFFERENTIATION AND INTEGRATION 19 Solution. The eha.racteristio roots are ~1 .. 1, ~ ... -1. Hence the matrices
01 and Os are 88 follows:
G1 ..
~s1
- A ...!
(I+
A) ...!
III
1II.
~s - ~1 2 2 1 1
Os ..
~11
- A co!
(1 _ A) co!
II
1 -1II.
~1 - ~2 2 2 -1 1
Now
eA _
t
e\{J, ..
'!III
1II
+
'-III
1 -1II-,"1 .2 1 1 2 -1 1
Hence
eA ...
11 cosh 1 sinh 1 II. sinh 1 cosh 1 .CHAPTER 4
DIFFERENTIAL AND INTEGRAL CALCULUS OF MATRICES (Continued)
Systems of Linear Differential Equations with Constant Coefllcients.
The matric exponential has important applications to the solution of systems of n linear difierential equations in n unknown functions x1(t),
X2(t) , " ' , x .. (t) and with n2 constant coefficients aj. The variable t is usually the time in physical and engineering problems. Without defining the derivative
d!,
we merely mentioned in the first chapter that we can write such a system of equations as one matric equation(4.1) dX(t) = AX(t)
dt .
Having defined the matric derivative, we are enabled to view this equation with complete understanding.
From formula 3·6 of the previous chapter we find that (4·2)
where
to
is an arbitrarily given value oft.
But this result is equiValentto saying that X(t) = [e<t-lol.4.JXo is a solution of the matric difierential equation 4·1 for an arbitrary column matrix
Xo.
A glance at the expansion for the matric exponential e(t-lolA shows that the solution X(t) has the propertyX(to) =
Xo.
In summary, we have the result 1 that(4·3) X(t) = [eCt-tolA]Xo
is a 80lution2 0/4·1 with the property that X(to) = Xo/or any prea88igned constant column matrix
Xo.
so that Example dx1(t) ... x2 dx2(t)
=
Xl dt ' d t dX =AX dt ' 20SYSTEMS OF LINEAR DIFFERENTIAL EQUATIONS 21
where
A = \I
~ ~
/I
and X=
II
~
II·
Now A1 = I, >.t
=
-I, and we saw in the last exercise of the previous chapter that01
=
~,,~ ~
II,
O2=
~
II -
~
-
~
II·
Hence
e('-Io)A
=
±e(t-Io)).i(]i =II
c~
(t - to) sinh (t - to)II.
i=1 s~ (t - to) cosh (t - to)
Therefore the unique solution of the differential system
is
dX
'II
~
II
di
=
AX, X(to)= Xo =
x:
X(t) =II
c?sh (t - to) sinh (t - to)II.
sinh (t - to) cosh (t - to)
This means that the unique solution of the differential system
ch1 ch2
-;it
= Z2,dt
=
Z1, Z1(to) =~, z2(to) =x:
is
{Z1(t) X2(t) = = [cosh [sinh (t -(t - to)~ to)J~
+
+
[sinh [cosh (t - to)Jx: (t -to)Jx:.
S;stem.s of Linear Differential Equations with Variable Coefficients. Although the matric exponential is not applicable to the solution of
a system of linear difierential equations with variable coefficients aj(t), there are some analogous matric expansions that enter into the solution of such a system. The system of differential equations
(4.4)
dz:t)
= aj(t)xi(t)is written as one matric differential equation
(4·5) dX(t)
=
A(t)X(t)dt
where A(t) ...
II
a;(t)II
and X(t) is the column matrix of then
un-known functions x'(t) •. On integrating both sides of 4·5 between to and t we obtain tlie equivalent matric equation
22 DIFFERENTIAL AND INTEGRAL CALCULUS
By the method of sucOOlSive substitutions, we are led to C01J,8ider the
following expansion as a. solution of 4·6: (4·7) X(t) = [I
+
"[A (8) dB+
[A(S) dBf
B
A(81) da1
+ ... + ... ]
• to to Jto
X(to). Now the method of successive substitutions for equation 4·6 'can be described as follows. In the integral term in 4· 6 substitute for X(s) its equivalent as given by formula 4· 6 itself. This yields
X(t) = X(to)
+
[(A(S) da]X(to)+
[A(S) dsJ,.8A(Sl)X(Sl) dB1. Again substituting for X(Sl) its equal as given by ~·6 we are led toa.
new expansion for X(t). Continuing indefinitely this way we are ledto the matric
infinite
series 4·7.If we define the matrix
(4·8)
~(A)
=
1+
[A(S) da+
J,.'A(8) ds J,.8A(81) ds1+
[A(S) dB.£
A(Bt) dBtJ,.81A(&.a)d&.a
+ ... + "',
then it",C&n be proved that, for t4(t) continuous in to ~t
~ t1,(4·9) X(t) = ~(A)Xo
is the unique
8Olution 01
thematric
differentialequation
4· 5 that takes on the aibitrarily given con8t.ant matric valueXo
fort
= to. It is often simpler to carry out the matrix multiplications first in 4·8 and 4·9 before carrying out the successive integrations. If the matrix is inde-pendent oft,
then, by an evident calculation, solution 4·9 reduces precisely to the matrix exponential type 4·3. "For approximate numerical calculations, a few terms in the expansion for ~(A) may suffice in 4·9 to give a good approxi;mation to the solution of the matric differential equation 4·5.
Exercises
L Integrate by matrix methods the second-order difierential equation
/h(t) _ :t(t) = 0
dJ!o
subjeCt to the initial conditions :t(to) ":1:0, ( : ) tate. ... 1/00
(Hint. Write the difierential equation as a system of two first-order equations thl dzS
- .. :r;2 - = : 1 :1
SYSTEMS OF LINEAR DIFFERENTIAL EQUATIONS 23 with initial conditions Zl(tO) - ZOo :&'(to) = Yo, and use the results of the example il-lustrating formula 4·3.)
2. Integrate by matrix methods the second-order differential system for har-monio oscillations with frequency ~
~t)
+~Bz(t)
= 0, *0) = Zo,(=
),-te
=
y,..(Hint. Write the equation as a system of two first-order linear equations.) •• Discuss the solutions of the differential equation
fh dz
m-+8-+k:i:=0 dtI dt
for free damped osoillations by matrix metliods with the restriotion that {3 ;14 2~
m = mass, {3
=
damping factor, and k = elastic constant, so that. all three-m, fJ, kare positive oonstants. Clearly the restriction rules out the critical damping case.
(Hint. Write the dift'erential equation as a first-order matrio differential equation
dX di=AX, where
o
1 A= k_p" m mand notice that the characteristic equation of this matriz is the "characteristio equation" of the given second-order differential equation in the usual elementary seDSe.)
,. Integrate by matrix methods the seeond-order differential equation
fh(t) _ tz(t) = 0 dtI
CHAPTER 5
MATRIX :METHODS IN PROBLEMS OF SMALL OSCILLATIONS
Differential Equations of Motion.1
The problem of small oscillations! (of conservative dynanlical sys-tenia) about an equilibrium position concerns itself with the solution of the Lagrangian differential equations of motion in which-the kinetic a.nd potential energies are homogeneous quadratic forms, in the veloci-ties and coordinates respectively, with constant coefficients. The
theory
is approximate in that the constancy of the coefficients in the kinetic energy and the quadratic type of the potential energy are dueto approximations in the actual form of the kinetic and potential energies respectively. If, without loss of generality, we take all the coordinates of the equilibrium position to be zero, these approximations are due to the assumed smallness of the coordinates and velocities
~Qout the equilibrium position. Let
and
be the kinetic and potential energies respectively of our oscillating system with n degrees of freedom. In view of what we have already said, the
aq
and b(l are constants. We shall consider the case in which the equilibrium point is stable, i.e., the potential energyV
has a mini-mum at qi = O. Now it can be proved that the positive definiteness of V is a necessary and sufficient condition that (0, 0, "', 0) be a 8table equilibrium point. V is, by definition, positive definite if V ~ 0 for all q( and V=
0 if and only if qi=
O. Clearly the kinetic energy T. dq'
. ·ti definite' th l ' . 18 pOSl ve
m
e ve OCltles dt'Lagrange's equations of motion for our oscillating system are d
(C>f.)
C>V.- - =--
(~=12"·n)dt
e>q'
()q' ' ". th t ti .. dq'
on usmg e no a on q' = - .
dt
If we Uf!e the explicit form for theDIFFERENTIAL EQUATIONS OF MOTION 25 kinetic and potential energies, Lagrange's equations reduce to the system of n second-order differential equations
(5·1)
a.ii
i = -bv~'J. - J. _ •• - ed the tat' - . d2qi If defin
wrwre we f/AMJf:} us no wn q' = - . we
e
two squaredt
2matrices
t·
A=lIl1ijll,
and the unknown column matrixB =
II
bijII ,
Q(t) =
II
qi(t)II,
then we can write our difierential equations 5·1 of motion as the one matric differential equation
(5·2) A
d2~~t)
= -BQ(t).Since the kinetic energy is positive definite, it can be proved that the determinant
I
AI
p6 O. Hence it follows from our discussion inChapter 2 that the inverse matrix A-I exists. On multiplying both sides of equation 5·2 on the left by A-I and remembering that A -IA = I,
the unit matrix, we obtain the following equivalent matric differential equation
(5·3)
~t)
= -CQ(t),where C is the (constant) square matrix C = A-IE,
To summarize, we have the following result. If A and B are the constant square mill:rice8 of the coefficients of the kinetic and potential energies respectively, then the motion of our 08C1,"llatory system i8 gorerned by the matric differential equation 5·3.
illustrative Example
Two equal masses, each of mass m, are connected by a spring with elastic constant k while each mass is connected to a fixed wall by a spring with elastic constant k. The kinetic and potential energies of this two-degree-of-freedom problem are
T =
i[
(~ly
+
(:t)2]
kV = ~ (ql)2
+
(rf)2+
(ql - q2)2],26 DIFFERENTIAL AND INTEGRAL CALCULUS
where ql and
r/
are the respective displacements of the centers of the two masses "pa.raJlel"to
the springs and are measured. from the equilibrium position in which all three sprihgs are unstressed. Hence by a direct calculation from the kinetic ~d potential energies we find that the matric equations of motion are(5.4) dJQ(t) = -OQ(t), dJ,2 where
2k
k m. k m 2k m mIf we define the column matrix R(t) ...
II
~~:~
"
by~t)
.. R(t), we can write the second-order matric differential equation 5·4 as afirst-order matric differential equation
(5.5)
~~t)
= US(t), where ql(t) S(t) = r/(t) r1(t) r2(t~ and 0 0 1 0 0 0 0 1-2k
k 0 0 (5·6) U= m m k -2k 0 0-m m
The characteristic equation of the matrix U turns out
to
be4k 3k2'
A'
+ -
A2+ - ...
o.
m
m
2Now!
>
0, so that there are four distinct pure imaginarycha.ntcter-m
istic roots·of
U
given by1~ . 1~ 10
lG
DIFFERENTIAL EQUATIONS OF MOTION Exercise
A abaft of length !ll, fixed at one end, ca.rries one disk at the free end and another in the middle. If I/o is ~e moment of inertia of each disk, and t/, tf are the respec-tive angular deflections of the two disks, then the kinetio and potential energies are
Tai[(~Y +(~YJ
. T
V ...
2i
[(t/}I+
(rt - t/)']under the assumption that the shaft has a uniform torsional stiffness T. Find the matrio difierential equation of motion. Write this equation as a system of two first-order matrio equations. Discuss the solutions of this system and then the mo-tion of the disks.
CH.A1n'ER 6
l'4ATRIX: METHODS IN PROBLEMS OF
SMALL
OSCILLATIONS (Continued)Calculation of Frequencies and AmpUtudes.
Let us inquire into the pure harmonic solutions of our differential equation of motion
(6·1) d2Q(t) =' -CQ(t),
,dJ.2
where C
=
A-lB. We thus seek solutions of ~·1 of type(6·2) Q(t) = sin (wt
,
+
~)r,where w is an angular frequency, ~ an arbitrary phase angle, and
r
a column matrix of amplitudes. On substituting 6·2 in 6·1 we obtain-w2 sin (wt
+
~)r = -sin (wt+
~)Cr.Hence a necessary and sufficient condition that 6·2 be a solution of 6·1 is that the frequency w and the corresponding column matrix
r
of amplitudes satisfy the matrix equation(6·3) (w21 - C)r = O.
In order that there exist a solution matrix
r
¢ 0 of 6·3, it is clearfrom the theory of systems of linear homogeneous algebraic equations that w2 mU8t be a characterimc root oj the
matrix
C. Since C = A -IB,we verify immediately the statement that (6·4) w21 - C = A-I(w2A - B).
On recalling that the determinant of the product of two matrices is equal to the product of their determinants, we see that the determinant
I A-I(w2A - B) 1 = 1
A-III
w2A - B Iand hence, by 6·4,
I
w21 - C1 =0'1
A-III
w2A - BI·
But
I A-II
p6 0, so that the characteristic roots of the matrix C areidentical with the roots of the "frequency" equation
(6·5) 1 M - B 1 = O.
Si1U!e the kinetic and potential energies are positwe definiie qu,od,ratic jorms, it can be proved (see any book on dynamics such as Whittaker's) thai aU the roots oj the jrequency equation are positive. Hence all the characteristic roots oj the