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☆
= wl:,
:given by
·.'·::'-:=.==.:··~·~···:··."·."·'·:·····:·:·,...................,.............,.,.....
EXAMPLE 2.1
·Acontinuum body which is able
:and (x, t)
(X, t)
g.:·_i~

2.1 Configurations, and Motions of Continuum Bodies

59

(by unequivoca] symbols.

· ··.. Whenever index notation is employed, as for the components of vectors and tensors, ·:::c-~nventionally we use uppercase letters for the reference configuration (for example, -:_'.·_'."·t.b BA ... ) and lowercase letters for the current configuration (for example, ~1:a., ba .. .).

:Motion. We .assume that the map X = ~0( P, ."t) . is a one-to-one correspondence :·between a particle P E B and the point X E Ho that 8 -occupies at the given instant of ·_:time t == 0 (see Figure 2.1). Furthermore, let the map"' act on B to produce the region

·..nat time t. The place x = ~(P_, t) that the particle P (evidently identified with X and !t). occupies at tis described by (in symbolic and index notation)

:r:<, = Xa (..\'"1, .X2, ..X:i, t)

(2J)

{?r. all X E f!0 and for all times t .. In (2.1) x is a vector field that specifies the place x of :.xfor all fixed t, .and -is called the motion of the body 8. The motion x carries points X 1·ocated at f20 to places x in the current configuration n. ·we assume subsequently that xpossesses continuous derivatives w..ith respect to space and time..

·.The parametric equation (2. I) determines successive positions x of.a typical particle

space. All successive points together form a curve in the Euclidean space which

\ve call the path line (or trajectory) of the particle P.

:>_·... ·. The motion xis assumed to be uniquely invertible. Consider (x1 t), the position of ·.point X, which is associated with the place x at time ·t, is specified uniquely by (2..I) as

.......... ; ... X = x·~1 (x,t) , (22)

\vith the inverse -motion,denoted by x-l., i.e. the .inverse of the mapping x~ as defined

-~~... ~q. (2.1). For a given time t, the inverse motion (2.2) carries points located at .n to

·.p_o_i_nts in the reference configuration n0 • .In (2.1) and (2..2) respectively the pairs

.... . . .

denote independent variables..

_:· ...~ A motion x of a body will generally change its shape~ position and orientation. to change its shape is said to be deformable. By a ~~formation x (or inverse deformation x- 1) of a body we mean a motion (or inverse

:motion) of a body that is independent of time.

:~,....... ,.,_...,.................... ·································:·:·:······.... .......,......................................"·······:·····:·.·.····························:·:·..••••'··'·····.··:'•.·:···'·."."·:·.'."•."•"..·····."•.'."·."·.··.··,..·····,:•.·,···. .: .•."•:.··

Let a deformed configuration of an initially .rectangular region with lengths L 1 and L2 be given as shown in Figure 2..2. The time-dependent angle fJ is

O(t) where w denotes the angular velocity.

:_'.="·:·:.-:Determine the motion of a .particle given by the position vector XE .n0 and time t In: particular, determine the -motion x = x(X, .t) at (L 1/2, .£2 /2, 1) and at time t = "/4, ·with w = 1~

·60

2 Kinematics

: t = 0

. f!o

Figure 2.2 Deformed configuration of an initially rectangular region.

Solution. The reference configuration of the region 0 0 of interest is characterized by (Xt, ""\2 , ..X3_) .at t = 0, with 0 < .X1 < L1 , 0 < .X2 < L2 and 0 < .1Ya < 1.

The motion results in accord with (2.1)

:i:2 = X2(..(Y1, .1Y2> ..t\3, t)

= .X2 = L2/2 ,

(2.3)

x3 = x3(.:Y1, ....Y2,..1Y3,t)

= .x·3=1 ..,

 

where c(t) = tanO(t) is a positive scalar.

•

 

Material .and spatial descri.ptions.. The so-called material (or referential) de-

scription is a characterization o.f the motion (or any other quantity) with respect to the material coordinates {.X1 , ~~2, ~Y3) and time t, given by eq. (2.1). In the material de- scription attention is. paid to a particle, and we observe what happens to the particle as it moves. Traditionally the material description .is often referred to as the Lagrangian

description (or :Lagrangian form). Note .that at t =0 we have the consistency condition X = x., .x·.:, = Xa.

The so-called Eule-rian (or spatial) description (or Eulerian form)~ is .a charac...

terization of -the -motion (or any other quantity) with .respect to the spatial coordinates (:t.t, x2 , x 3 ) and time t, given by eq. (2.2). In the spatial description attention is paid to a point in space, and we study what ·happens at the point as time changes.

In :fluid mechanics we quite often work in the Eulerian description in which we refer all relevant quantities to the position in space at time t. It is not useful to refer the quantities to the material coordinates ..iY1i, A = 1, 2, 3, at t = 0, which are, in general, not known -in fluid mechanics. However, in solid mechanics we use both types

2.2 Displacement, Velocity, Acceleration Fields

61

of description. Due to the fact that the constitutive behavior of solids is often given in terms of material coordinates we often prefer the Lagrangian description.

EXERCISE

:I. Consider the two motions defined by the following sets of ·equations: x = o:t:ie + X ,

:1:2 = -fJ - 1e-111"cos:(8 +wt)

.~,

where .n, /3, ·/, c5 and w are scalar constants and e denotes a fixed unit vector. Show that the path lines are straight lines and circles, respectively.

2.2 Displacement, Velocity, A-cceleration Fields

Displacement field. The vector field

U(X, 't) = x(X, t) - X

(2.4)

represents the displacement fie=ld of a typical particle and relates its position X in the undeformed configuration to its position x in the de.formed configuration at time t (see Figure 2.3). Relation (2.4) holds for all particles. The displacement fie.Id U is a function of the referential position X and ti.me t, which characterizes the material description (Lagrangian form) of the displacement field.

The displacement ·fieldin the spatial description {Eulerian form), denoted u, .is a

function of the current position x and time t.

We write

 

u(x, t) = x -

X(x, t) .

(2.5)

Representation (2.5) specifies the current position x of a particle at time t which results from its referential position X(x, t) plus its displacement u(x, t) from that position. Representation (2.4) -expresses the displacement of a particle at time t in terms of its ·referential position X. The two descriptions are related by means of the motion x = x(X, t), name-Iy

U(XJ) = U[x-t.{x, t), t] = u(x, t) .

(2.6)

with respect to time t are .perform.ed
motion x
coordinates ··11.a,

62

lime t = 0

2 Kinematics

U(X, .t) = u(x, t)

x

x

lime t

Figure 2.3 Displacement fi.eld U of a typical particle.

Note that U and u have the same values. They represent functions of different arguments. The vectors U and u are referred to the material coordinates UA and the spatial respectively,. Since we agreed that the initial configuration coincides with the reference configuration, the displacements vanish in .the reference configura-

tion.

For a so-called rigid-body translation any particle moves an identical distance, with the same magnitude and the same direction at time t. For this case the displace-

ment field is independent of X (it can be a function of time t).

Velocity and acceleration field. .In solid mechanics the motion and the deforma-

tion of a continuum body are, in general, described in terms of the displacement ·field. However, the primary field ·quantities in fluid mechanics describing the :fundamental kinematic properties are the velocity fie.Id .and the acceleration field.

The "first and second derivatives of the

by holding X fixed. We obtain

V(X, t) = Dx.~X,t) '

A(x,t

a

a')

'

t

. ) = 8V(X, t) = D2 x(X, 't_) '"

 

 

·t

t-

 

where V(X, t) and A(X, t) denote the material description of the veloc:ity field and

.the acceleration field, respectively. They are functions of the material coordinates

(.X 1, ..Y2 , ~\:1) and time t representing the time rate of change of position and veloc- ity .of a particle X at time t.

2.2 Displacement, Velocity, Acceleration Fields

·63

Quite often we need a formuJation in terms of the spatial coordinates (:1:J, :l:2, :i::i) chm·acterizing a fixed location in spac-e at time t. As mentioned above, such a description is known as the Eulerian or spatial description in which now we like to define the velocity field and the acceleration field.

:.":".... . The two -descriptions are transformed into -each other by using the motion X· In

··the spatial description, X may be expressed in tenns of x and t

Hence, from (2.7) we

conclude by analogy with eq. (2.6) that by change of variables

 

V(X, f)

= V[x-1 (x, t), tJ

= v{x~ t)

(2.8)

A(X, t)

= A[x- 1(x, t), t;]

= a(x, t) .,

(2..9)

:·\< .. where v(x, t) and a(x, t) denote the spatial description of the

velocity ·field and the

:<:·:":.--_ acceleration field_, respectively.

 

 

 

The velocity components .and the accele·-ration components for V and A are de- ·:··;· noted by V4, AA, while for v and a we write Va, <La, respectively.

:-: : EXAMPLE 2.2 A certain motion of a continuum body in the material description is

: ·.:·_:· given in the form

It

-

.,,t ,.-

,-t ,,..

 

t "'\!"

-t i,.i-

'"I'

- .,._. .

(2. l 0)

.I, l

-

(-,, ..-·\ l -

(. ."l. 2 '

:c•1 = e ../\. J + e

..l\. ·>

• 1 3

~ ../\3 '

 

 

 

 

-

 

- 1

 

 

 

;_·for t > 0.

 

Find the velocity and acceleration components in terms of the material

··_and spatial coordinates and time, i.e.

'1~1 = V4(..Y..:t, t), AA

= AA(...~A, t)

and 'Va =

·.Va { Xa, t)" CLa

= a,, (:i;,1 , t), respectively.

 

 

 

 

 

:_._ ~olution.

 

For the given motion ~l;,1

= Xc1(.X1, ..:Y2, ..Y3 , t), the velocity and accelera-

:_.·:_.:Hon components in tenns of the material coordinates .XA •.A = l_, 2, 3, and time t foHow

:::·._:._from eqs. (.2.7) and have the forms

T /•

 

t "\...

 

-t. v·

 

T...

 

{,

·v·

1 · -

-·t '\..·

,

 

(2.11)

,.,. 1

== e ...-·i. J

+ c

...-·\2

'

•/2

= e · ..\

:\.2

 

 

 

 

.e .

 

 

 

 

 

·t "'\·...

·-t "\.·"'

'

"42

_

)

·v·

+ "-t v·

_,

A.:1 = 0 .

(2.12)

4 4 1 = e .....it

- e

...·\.2

-

£,

.... \

I

 

(::. ..-·\2

... ·..··:. . .In order to

find

the

velocity and

acceleration components in

terms of the spatial

. .. .

 

u = 1, 2, 3, .and Lime t,

 

 

 

 

 

 

 

 

 

\·:.:.:_::·coordinates

~r.,"

we

substitute simply the given motion into

'.:../.:::·..:·~e_rived relations (2.l l) and (2..12). Thus, according to eqs. (2~.8) and (2.9) we find that

V1

=

~r2 ,

'l.13 ·== 0 '

(2.] 3)

a1 == :1:1 =

V2

'

ll:J = -0 . Iii

(2..14)

 

 

 

 

 

= .f(x, t),

64

2 Kinematics.

EXERCISES

I. Consider the motion of a continuum body given by the equations

:r1 = ...Y.1 (1 + nt:i) ,

.{.··,

,..

 

(2.15)

- "A')

 

 

,.

-

~

'

 

 

 

...

 

where a is a constant. Determine the displacement, velocity and acceleration fields in each of the material and spatial descriptions.

2. A motion of a continuum body is defined by the velocity -components

3;1:1

:r:'>

 

(2.16)

'll1 = -- '

V2 = l ~ t

1

l+t

 

 

Assume that the reference configuration of the continuum body is at t = O,<with the consistency -condition X = x.

(a)Derive the particle path, Le. the :motion x == x(X, t).

(b)Compute the velocity components in terms of the material coordinates ..YA

and time ·t, i.e. V , il = 1, 2, 3, and the associated acceleration in the

4

material and spatial descriptions..

2~3 Material, Spatial Derivatives

We introduce the terminology of a material field in which the independent variables

are (X, t), i.e.

the referential position X with material coordinates .X.-i, A = 1, 2, 3,

and the time ·t.

In a spatial field the independent variables are (x, t), i.e. the current

position (the place) x with spatial coord.inates :ca, -a = 1, 2, 3, and the time t. In the fol.lowing we denote a smooth material field and a spatial field of some physical scalar, vector or tensor.quantity associated with the motion x as F = F(X, t) and f respectively.

Material time der"ivative of a material field. Consider the material time derivative of a smooth material field :F(X;t) which is conventionally denoted by DF(X, 't)/Dt or by a superposed dot, Le. :F(X, t). Other names for it .in the literature are tota:J or

substantial time derivative.

lt is the derivative of :F with respect to time t (holding X ·fixed); thus, in symbolic

and index notation,

:t(X, t)

= DF(X, t) =

(OF(X, t))

 

 

 

 

Dt

ut

x

 

 

 

 

 

) ·= (··D:F(.XA, t))

(2.. 17)

or

,r.( )-·.. .·

t

 

.r

.

../\ ·l1

 

{)

~

 

 

.. ..

 

 

't

)\ ,.\

EXAMPLE 2.3

2.3 Material, Spatial Derivatives

65

The subscript X, (.-YA), indicates the variable which is held constant while taking the partial differentiation of :F. In the following the subscripts are dropped to reduce the cumbersome notation,. However, in cases where additional information is needed, they will be employed.

The.material time derivative represents the rate at which the material field :F changes with time, seen by an observer following the path line of a particle.

Determine the material description of the velocity field V and the acce.leration field A of a particle at time .t as the time rate of change of the displacement of that particle.

Solution. By virtue of eqs. (2.1)2 and (2.4) we may derive from (2.7)

V(X, t) = (8U(X, t))

= (J ,

A(X,t) = (BV(X,t))

 

= V , (2.1.8)

.at

x

at

x

 

so that with V(X, t) = 82 U(X, t)/8t2 = U,

 

 

 

 

.

..

 

 

 

A=V=U

 

(2.19)

results. With the terminology introduced above, V(X, t) and A(X, t)

denote the mate-

rial velocity field and the material acceleration.field, respectively.

 

·•

 

 

 

 

 

For some studies following in this text we introduce the useful relationship between the .material time derivative and the directional derivative. Considering F = F(X, 't),

the material time derivative of :F is ·equal to the directional derivative of F

in the

direction of the velocity vector v, we write

 

 

 

 

 

DF(X, t) = D

~(x

, t

)

'

(2.20)

Dt

.,,,.~

 

 

 

 

 

 

which ·.can be shown by applying the definition of the directional derivative, i.e. (.l .266).

Material gradient .-of a material field. The material _gradient of a smooth material field F(X, t), denoted by Gra.dF(X, t) (with uppercase G), is obtained by deriving :F relative to the referential position X, (.XA), at a fixed time t, i.e.

8:F(X, t)

(2.21.)

GradF(X, t ) = ax . .

Subsequently, the material dive·rgence and the material curl of :F are denoted by

DivF and CurLr (with uppercase D and C), respectively. They are divergence and

66-

2 Kinematics ·.

curl differential operators characterizing quantities with respect to the reference con-

figuration ..

. . .

.

.

.

.

.

 

Spatfal ti.me derivative and spatial gradient of a spatial 6eld..

The spatial time

derivative of a smooth spatial fie.Id /(x, t) _is the derivative off with respect to time t holding the current position x fixed. ]tis simply denoted by Df (x, t)/fJt representing the rate at which f changes with time1 seen by an observer currently stationed at x. In the literature the spat~al time derivative "is also referred to as_ the local time derivative.

The s_patial gradient of f, denoted by grad.f (with lowercase g), is the derivative

off with respect to the current position x, (~1:(1), at a fixed time t, i.e.

 

gracl/{x, t) =

DJ(x

{)

.

(2.22)

, '

 

 

.Ox

 

 

 

Subsequently, the spatial divergence and the s:patial curl off are denoted by divl and curl/ (with lowercas-e d and c), respectively. They are differential operators characterizing quantities with respect to the current configuration.

Materia'I time derlvative of a spatial field. Finally, we consider a very :important

operation, i.e. the material time derivative of a smooth spatia·1 field f (x, t), which is

denoted by D.f (x, t)/Dt or j(x, t). It is the time derivative off holding.X fixed.

.

.

.In order to evaluate f

we map .f to the material description as a first step, and then

we take the material time derivative. The result we map back to the spatial description in order to obtain

j(x, t) = D.f(x, t)

= ( D.f[x(~,t), t )] )

.

Dt

at

X=x- J (x,t)

Let cJ> be a smooth spatial field which assigns a scalar <I>(x, t) to each point x at t.

By the chain rule we find from (2.23) that

<~(x,t;) = ( D<I>(x, t))

 

+ (a<r>.(x, t;))

 

. (Dx(X, t))

,

Dt

x

.Ux

t

Dt

X=x- •(x,t)

and by .means of eqs. (2.7) 1,. (248) and notation (2.22),

.

DcI~(x

'

t)

8cI>(x, t)

 

 

.

cI>(x, t) =

~

t

=

[)

+ grad<I>(x, t) ·v(x, t) ,

 

 

 

 

·t

 

 

 

 

or

 

 

.

D-<I>

D<P

 

D<I>

 

 

 

<I> = -Dt = -Dt

-1-

-·fJb

 

 

 

 

8:1;b .

(2.24)

(2.25)

Herein, the first term on the right-hand side of eq. (2.25) denotes the spatial (or local) time derivative of the spatial scalar field <I>, while the second term is called the convective rate of change of ·cJ>, which describes the changing position of a particle.

2.3 Material_, Spatial Der.ivativcs

67

By analogy with the above, the ·material tim-e derivative of a smooth spatial field

v(x, J;), which is vector-valued, is given by

 

 

 

··(

)

=

Dv(x,t)

=

Dv(x,t)

( ) . )

v x,t

 

Dt

at

+gradv x,t v(x,t

 

 

 

.

 

Dva.

 

Dva

(2.26)

 

 

or

=

 

Dva

 

 

vo.

-D

= -D + -aVti

 

 

 

 

 

. t

 

·t;

··=1:b

where v = v{x, -tL (vu, a = 1, 2, 3), and its material ti.me .derivative v = v(x, :I:), (t}ll., a = 1, 2, 3), may also be viewed as the spatial description of a velocity and acceleration field, referred to brie-fly as the spatial velocity .field nnd the spatial acceleration .field,

respectively. The spatial acceleration field we often denote by a = v, (c1u

= 'Vu, n =

l_, 2, 3).

 

 

 

Hence, we may write eq. (2.26h as

 

 

Dv

+ (gradv)v

or

(2.27)

a = -

.t

'

 

 

0

 

 

 

(the arguments of the functions have been omitted for simplicity).

The first term on the right-hand side, name.1y avIat, describes the ·local accelera- tion (local rate of change of the velocity field). The second term is quadratically non- linear in the velocity field and describes the convective acceleration field (convective rate of change of the velocity field). Relation (2.27) turns out to be very useful, because the spatial acceleration field a(x, t) m~y be determined from v(x, t) without knowing the motion explicitly, which is an important question in applied :fluid mechanics,

By virtue of (2.7) 1 and (2.8), the spatial velocity field v(x, t) may be expresseµ as the material time derivative of the motion x = x(X, t), i.e.

. ax

or

. iJ:c

(2.28)

V=X=----

Vu = :i;n = -a .,

8t

 

t

 

and from (2.5) we find that v == ii. The spatial acceleration field re.ads by analogy with relation (2 .19) as

a=v=u ..

(2.29)

A very useful short-hand notation of lhe ope.rator D(•) /Dt which acts on spatial fields reads, in symbolic and index notation,

D(•) = D(•) + grad(•)·v

or

D(~)

D(•)

D(•)

(2~30)

-- = -- +-.-'Vo ,

Dt

Dt -

 

.Dt

ut

D:r(L

 

which should be compared with eqs. (.2.25) and (2.26). Relation (2.30) shows clearly the relationship between the ·material and spatial t\me derivatives.

= avIat.

68 2 Kinematics

--~---=--~---,~~""""":'''~-,,~,~-~,-~-.-~ .....,,-.,:·---·--·--- ___, -·--------------·-·-"-·'"·~,,.,.~~:,,, .._,.,.,,:·~~~:~~-,.~ .....,,,.~,,,,,, ~,,,,,,,,,~.,,.,,~ .....,,,,~,,,,. ,_.,,,.,,,~~-, .......,. ,~,.,,_,~.,,.~ ...-.,"':"""""-.......- ,.,_,.,.___,~---,·-~·-.-- ~-· .. -·-.-:·

EXAMPLE 2.4 In the current configuration of a continuum body a certain physical quantity is given in space and time according to

t-1.

 

<I>(x, t} = - TXT ,

(2.31)

with :place x = :1:iei. The region of the spatial (scalar) field ·<I> = <P (x, t)

.is a space

characterized by three variabJes corresponding to the coordinates and one to the time1 excluding the origin, i.e. lxl -# 0, t =F 0. Suppose that an observer moves with velocity

(2.32)

Find the time rate of change of <I> as seen by the observer.

Solution. In order to compute the material time derivative of the spatial fieid <I> apply relation (2.25)2. Therefore, we need to compute the spatial time derivative and the spatial gradient of <I>. The spatial time derivative of <I> gives

o<I>(x., t)

t-2

 

(2.33)

at

 

lxl .

 

 

 

 

With definition (2.22) we .find directly from (2.31) the spatial gradient of cl>, i ..e.

 

gradqi(x, t) =

8<I> (x, t:)

= t

-1 x

 

ax

 

lxl3 .

(2.34)

Note that the spatial vector field gTadcI> is harmonic and describes a point source at .a certain time t (compare with Exercise ·6 on p. 51 ).

By virtue of the derived solutions (2.33), (2.34) and the given velocity field (2.32) we obtain finally

(2.35)

which gives the desired solution {2.3 .l ), the material time derivative of <I> at x and at

time t.

•

 

 

, ·' .... ~··,, ... , •.... : ··'····· '··· ~, ... ~·· ,, '.·: ~'·'···." ... , .. : .. ,.,, ~.. ,., •. , , ~···. ~·,.... ,, ~-, ~,,... ~'·' ~'·'····: .,'·····~··.··'·-''' ~.. , ........ ·,··: ,, .. ·.·~···: ,,.,.,,.,,._ .... ,·.·~·~''' ~- '·' ., .. : ... c ~··,: ...... : , ~···: '···~·······, ~,... , '.·:: '·' ~'·'····.. ·......... : ~···· ,_., ... '···, ... '···." .... ·: '···."····: ·'···." '·~'··'·"~', ~, '."·"·'·"·"·'·"•"·'·~·,,:.······: ,. : ,.~···':

..... :: ,., : ... -~·:: ~.

Types of motions.

.If the velocity field is independent of time~ i.e. avIat

= 0

and v = v(x), the associated motion is said to be steady and (2.27) reduces to a = (gradv)v. On the other hand, if the velocity field at each instant :is independent of position x, i.e. gradv = 0 and v = v{t), the associated motion is said to be uniform and (2.27) reduces to a If the velocity .field has components of the form

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