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CH.3. COMPATIBILITY EQUATIONS Continuum Mechanics Course (MMC) - ETSECCPB - UPC
43

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Page 1: CH.3. COMPATIBILITY EQUATIONS - PRESENTACIOmmc.rmee.upc.edu/documents/Slides/Ch3_v13.pdf · exists a scalar function (named ... xy S zx S yz ... The compatibility equations can be

CH.3. COMPATIBILITY EQUATIONSContinuum Mechanics Course (MMC) - ETSECCPB - UPC

Page 2: CH.3. COMPATIBILITY EQUATIONS - PRESENTACIOmmc.rmee.upc.edu/documents/Slides/Ch3_v13.pdf · exists a scalar function (named ... xy S zx S yz ... The compatibility equations can be

Overview

Compatibility Conditions

Compatibility Equations of a Potential Vector Field

Compatibility Conditions for Infinitesimal Strains

Integration of the Infinitesimal Strain Tensor

Integration of the Deformation Rate Tensor

24/10/2014MMC - ETSECCPB - UPC2

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Ch.3. Compatibility Equations

3.1 Compatibility Conditions

24/10/2014MMC - ETSECCPB - UPC3

Page 4: CH.3. COMPATIBILITY EQUATIONS - PRESENTACIOmmc.rmee.upc.edu/documents/Slides/Ch3_v13.pdf · exists a scalar function (named ... xy S zx S yz ... The compatibility equations can be

Introduction

24/10/2014MMC - ETSECCPB - UPC

Given a displacement field, the corresponding strain field is found:

Is the inverse possible?

, tU X

, tu x

1 , 1,2,32

ji k kij

j i i j

UU U UE i jX X X X

1 , 1,2,32

jiij

j i

uu i jx x

, tx , tu x

4

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Compatibility Conditions

24/10/2014MMC - ETSECCPB - UPC

Given an (arbitrary) symmetric second order tensor field, , a displacement field, , fulfilling cannot always be obtained:

For to match a symmetrical strain tensor: It must be integrable. There must exist a displacement field from which it comes from.

, tx , tu x ( , ) ,s t tu x x

1 , 1,2,32

jiij

j i

uu i jx x

6 PDEs3 unknowns

OVERDETERMINED SYSTEM

, tx

COMPATIBILITY CONDITIONS must be satisfied

REMARKGiven , there will always exist an associated strain tensor, , obtainable through differentiation, which will automatically satisfy the compatibility conditions.

, tx , tu x

5

Page 6: CH.3. COMPATIBILITY EQUATIONS - PRESENTACIOmmc.rmee.upc.edu/documents/Slides/Ch3_v13.pdf · exists a scalar function (named ... xy S zx S yz ... The compatibility equations can be

Compatibility Conditions

24/10/2014MMC - ETSECCPB - UPC

The compatibility conditions are the conditions a symmetrical 2nd

order tensor must satisfy in order to be a strain tensor and, thus, exist a displacement field which satisfies:

They guarantee the continuity of the continuous medium during the deformation process.

t,XE

Incompatible strain field

1 , 1,2,32

jiij

j i

uu i jx x

6

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Ch.3. Compatibility Equations

3.2 Compatibility Equations of a Potential Vector Field

24/10/2014MMC - ETSECCPB - UPC7

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Preliminary example: Potential Vector Field

24/10/2014MMC - ETSECCPB - UPC

A vector field will be a potential vector field if there exists a scalar function (named potential function) such that:

Given a continuous scalar function there will always exist a potential vector field .

Is the inverse true?

, tv x , t x

, ,

,v , 1,2,3i

i

t t

tt i

x

v x x

xx

, t x , tv x

, tv x , t x such that , ,t t x v x

8

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Potential Field

24/10/2014MMC - ETSECCPB - UPC

In component form,

Differentiating once these expressions with respect to :

, tv x , t x such that , ,t t x v x

, ,v , v , 0 1,2,3i i

i i

t tt t i

x x

x xx x 3 eqns.

1 unknown

OVERDETERMINED SYSTEM

ix

2 ,v , 1,2,3i

j i j

ti j

x x x

x9 eqns.

9

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Schwartz Theorem

24/10/2014MMC - ETSECCPB - UPC

The Schwartz Theorem or equality of mixed partial derivatives guarantees that, given a continuous function with continuous derivatives, the following holds true:

1 2, ,..., nx x x

2 2

,i j j i

i jx x x x

10

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Compatibility Equations

24/10/2014MMC - ETSECCPB - UPC

Considering the Schwartz Theorem,

In this system of 9 equations, only 6 different 2nd derivatives of the unknown appear:

They can be eliminated and the following identities are obtained:

2 2 2

2

2 2 2

2

2 2 2

2

v v v

v v v

v v v

x x x

y y y

z z z

x x y x y z x z

x y x y y z y z

x z x y z y z z

v vv v v vy yx x z z

y x z x z y

, t x2

2

x

2

2

y

2

2

z

yx 2

zx 2

zy 2

, , , , and

11

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Compatibility Equations

24/10/2014MMC - ETSECCPB - UPC

A scalar function which satisfies will exist if the vector field verifies:

, t x , tv x

, ,t t x v x

y

z

v v 0

v v 0

vv 0

defx

z

defx z

y

defy

x

Sx y

Sz x

Sy z

1 2 3ˆ ˆ ˆ

v v v

x

y

zx y z

SS

x y zS

e e e

S vwhere

vv 0 , 1,2,3ji

j i

i jx x

v 0INTEGRABILITY(COMPATIBILITY)

EQUATIONS of a potential vector field

REMARKA functional relation can be established between these three equations.

0 v

12

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Ch.3. Compatibility Equations

3.3 Compatibility Conditions for Infinitesimal Strains

24/10/2014MMC - ETSECCPB - UPC13

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Infinitesimal Strains

24/10/2014MMC - ETSECCPB - UPC

The infinitesimal strain field can be written as:

1 12 2

12

yx x x z

xx xy xzy y z

xy yy yz

xz yz zz

z

uu u u ux y x z x

u u uy z y

usymmetricalz

6 PDEs3 unknowns

14

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Infinitesimal Strains

24/10/2014MMC - ETSECCPB - UPC

The infinitesimal strain field can be written as:

6 PDEs3 unknowns

10 02

10 02

10 02

yx xxx xy

y x zyy xz

yz zzz yz

uu ux y x

u u uy z x

uu uz z y

The system will have a solution only if certain compatibility conditions are satisfied.

15

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Compatibility Conditions

24/10/2014MMC - ETSECCPB - UPC

The compatibility conditions for the infinitesimal strain field are obtained through double differentiation (single differentiation is not enough).

2

2 2 2

2

2 2 2

, , , , ,

12

, , , , ,

xxx

y zyz

ux

x y z xy xz yz

u uz y

x y z xy xz yz

6 equations

6 equations

6x6=36 equations

16

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Compatibility Conditions

The compatibility conditions for the infinitesimal strain field are obtained through: 2 32 3 3

2 3 2 2 2

2 32 3 3

2 2 2 2 3

2 32 3 3

2 2 2 3 2

2 32 3

2

12

12

1...2

12

yz yxx x z

yz yxx x z

yz yxx x z

yz yxx x

uu ux x x z x y x

uu uy x y y z y y

uu uz x z z z y z

uux y x y x y

3

2

2 32 3 3

2 2

2 32 3 3

2 2

12

12

z

yz yxx x z

yz yxx x z

uz x y y x

uu ux z x z x z z x y x z

uu uy z x y z y z z y y z

, ,xx yy zz 18 equations for

, ,xy xz yz 18 equations for

17 24/10/2014MMC - ETSECCPB - UPC

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Compatibility Conditions

24/10/2014MMC - ETSECCPB - UPC

All the third derivatives of and appear in the equations:

which constitute 30 of the unknowns in the system of 36 equations:

3

3 2 2 3 2 2 3 2 2

3

3 2 2 3 2 2 3 2 2

3

3 2 2 3 2 2 3 2 2

, , , , , , , , ,

, , , , , , , , ,

, , , , , , , , ,

x

y

z

ux x y x z y y x y z z z x z y xyz

ux x y x z y y x y z z z x z y xyz

ux x y x z y y x y z z z x z y xyz

,x y zu u u

10 derivatives

10 derivatives

10 derivatives

23

, 1, 2,...,36ijin

j k l k l

uf nx x x x x

3018

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Compatibility Equations

24/10/2014MMC - ETSECCPB - UPC

Eliminating the 30 unknowns , , 6 equations are obtained:

2 22

2 2

2 22

2 22 22

2 2

2

2

2 0

2 0

2 0

0

defyy yzzz

xx

defxx xzzz

yy

defyy xyxx

zz

defyz xyxzzz

xy

defyy yz xxz

xz

Sz y y z

Sx z x z

Sy x x y

Sx y z x y z

Sx z y x y

2

0

0

y

defyz xyxx xz

yz

z

Sy z x x y z

3i

j k l

ux x x

COMPATIBILITY EQUATIONS

for the infinitesimal strain tensor

S ε 0

19

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Compatibility Equations

24/10/2014MMC - ETSECCPB - UPC

The six equations are not functionally independent. They satisfy the equation,

In indicial notation:

S ε 0

0

0

0

xyxx xz

xy yy yz

yzxz zz

SS Sx y z

S S Sx y z

SS Sx y z

20

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Compatibility Equations

24/10/2014MMC - ETSECCPB - UPC

The compatibility equations can be expressed in terms of the permutation operator, .

Or, alternatively:

, 0ml mjq lir ij qrS e e

ijke 1ijke

1ijke

, , , , 0 , , , 1,2,3ij kl kl ij ik jl jl ik i j k l

REMARKAny linear strain tensor (1st order polynomial) with respect to the spatial variables will be compatible and, thus, integrable.

21

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Ch.3. Compatibility Equations

3.4 Integration of the Infinitesimal Strain Tensor

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Preliminary Equations

24/10/2014MMC - ETSECCPB - UPC

Rotation tensor :

Rotation vector :

,tΩ x

,tθ x

1( ) ( )2

1 , 1, 2,32

jiij

j i

skew

uu i jx x

Ω u u u

23

1 23 3 2

2 31 3 1

3 12 2 1

01 ( ) 02

0

yz

zx

xy

u

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Preliminary Equations

24/10/2014MMC - ETSECCPB - UPC

Differentiating with respect to :

Adding and subtracting the term :

kx

1 12 2

j ij ji iij

j i k k j i

u uu ux x x x x x

212

k

i j

ux x

2 21 1 12 2 2

1 12 2

ij ji k k

k k j i i j i j

j jki k k ik

j k i i k j j i

uu u ux x x x x x x x

uu u ux x x x x x x x

,tx

jkik

24

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1

11

1

yz xyxz

yz yz yy

yz zyzz

x x y z

y y y z

z z y z

Preliminary Equations

24/10/2014MMC - ETSECCPB - UPC

Using the previous results, the derivative of is obtained:

2

22

2

zx xx xz

xy yzzx

zx xz zz

x x z x

y y z x

z z z x

3

33

3

xy xy xx

xy yy xy

xy yz xz

x x x y

y y x y

z z x y

,tθ x

25

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Preliminary Equations

24/10/2014MMC - ETSECCPB - UPC

Considering the displacement gradient tensor ,

Introducing the definition of , the components of are rewritten:

,

1 1 , 1, 2,32 2

j ji i iij ij ij

j j i j i

t

u uu u uJ i jx x x x x

u xJ

x

, tJ x

ij

ij

,tθ x , tJ x

3 2

3 1

2 1

1 2 3

1:

2 :

3:

x x xxx xy xz

y y yxy yy yz

z z zxz yz zz

u u ux y zu u ux

j j j

i

iy z

u u ux z

iy

1

2

3

23

31

12

yz

zx

xy

26

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Integration of the Strain Field

The integration of the strain field is performed in two steps: 1. Integration of derivative of using the1st order PDE system

derived for . The solution will be of the type:

The integration constants can be obtained knowing the value of the rotation vector in some points of the medium (boundary conditions).

2. Known and , is integrated using the 1st order PDE system derived for . The solution will be:

The integration constants can be obtained knowing the value of the displacements in some point of space (boundary conditions)

,tε x

,tθ x1 2 3, and

, , , 1,2,3i i ix y z t c t i

ic t

,tε x ,tθ x u

, , , 1,2,3i i iu u x y z t c t i

ic t

REMARKIf the compati-bility equations are satisfied, these equations will be integra-ble.

u

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The integration constants that appear imply that an integrable strain tensor will determine the movement in any instant of time except for a rotation and a translation :

A displacement field can be constructed from this uniform rotation and translation:

This corresponds to a rigid solid movement.

ˆˆ ˆ( , ) ( ( )) ( )t t t u x x u

Integration of the Strain Field

24/10/2014MMC - ETSECCPB - UPC

,tε xˆ( ) ( )

nott tc ˆ( ) ( )

nott t c u

ˆ, ,,

ˆ, ,

t t tt

t t t

x xx

u x u x u

1 12 2

ˆˆ ˆ( *) ( ( ) ) ( )S T T

uu u u 0

28

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Ch.3. Compatibility Equations

3.5 Integration of the Deformation Rate Tensor

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Compatibility Equations in a Deformation Rate Field

24/10/2014MMC - ETSECCPB - UPC

There is a correspondence between

The concept of compatibility conditions can be extended to deformation rate tensor .

( )

12

12

12

jiij

j i

jiij

j i

uux x

uux x

uu

u

( )

vv12

vv1w2

12

jiij

j i

jiij

j i

dx x

x x

vd v

v

d v

30

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Example

Deduce the velocity field corresponding to the deformation rate tensor:

In point the following holds true:

24/10/2014MMC - ETSECCPB - UPC

0 0

, 0 00 0

ty

ty

tz

tet te

te

d x

1, 1, 1

1,1,1

2,

t

t

t

et e

e

xv x

1,1,1

01, 02

t

tte

xω x v

31

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Example - Solution

Consider the correspondence:

Take the expressions derived for substitute with and with :

24/10/2014MMC - ETSECCPB - UPC

( )12

uu

u

( )12

vd v

v

1 2 3, and , tθ x , tω x , tx , td x

1

11

1

0 0

0 0

0 0

xyxz

yz yy

zyzz

ddx y z

d dy y z

ddz y z

0 0

, 0 00 0

ty

ty

tz

tet te

te

d x

1 1t C t

32

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Example - Solution

24/10/2014MMC - ETSECCPB - UPC

2

22

2

0 0

0 0

0 0

xx xz

xy yz

xz zz

d dx z x

d dy z x

d dz z x

3

233

3

0 0

0

0 0

xy xx

yy xy ty

yz xz

d dx x y

d dt e

y x yd d

z x y

0 0

, 0 00 0

ty

ty

tz

tet te

te

d x

2 2t C t

23 3, ty tyy t t e dy te C t

33

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Example - Solution

For point :

So,

Therefore, for any point,

24/10/2014MMC - ETSECCPB - UPC

1 1C t

2 2C t

3 3tyte C t

1, 1, 1

0

1, 02

t

tte

ω x v

2 20 C t

1 10 C t

3 31,1,1

t tyte te C t

x

1

2

3

0

0

0

C t

C t

C t

0

, 0ty

tte

ω x

34

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Example - Solution

Taking the expressions

The components of the velocities can be obtained:

24/10/2014MMC - ETSECCPB - UPC

3 2

3 1

2 1

v v v

v v v

v

1 2 3

1:

2 :

3: v v

x x xxx xy xz

y y yxy yy yz

z z zxz yz zz

j j j

i

i

d d dx y z

d d dx y z

d dy

i dx z

0 0

, 0 00 0

ty

ty

tz

tet te

te

d x 0

, 0 ;ty

tte

ω x

3

2

v 0

v 2

v 0 0

xxx

ty ty tyxxy

xxz

dx

d te te tey

dz

1v , 2 2ty tyx y t te dy e C t

35

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Example - Solution

The components of the velocities can be obtained:

24/10/2014MMC - ETSECCPB - UPC

0 0

, 0 00 0

ty

ty

tz

tet te

te

d x 0

, 0 ;ty

tte

ω x

3

1

v0

v0

v0 0

y ty tyxy

yyy

yyz

d te tex

dy

dz

2v y t C t

2

1

v 0 0

v 0 0

v

zxz

zyz

tzzzz

dx

dy

d tez

3v , tz tzz z t te dz e C t

36

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Example - Solution

For point :

So,

Therefore, for any point,

24/10/2014MMC - ETSECCPB - UPC

1, 1, 1

2

,

t

t

t

et e

e

v x

11,1,1

v 2 2t tyx e e C t

x 2v t

y e C t

31,1,1

v t tzz e e C t

x

1

2

3

0

0

t

C t

C t e

C t

2

,

ty

t

tz

et e

e

v x

3v tzz e C t

2v y C t 1v 2 ty

x e C t

37

Page 38: CH.3. COMPATIBILITY EQUATIONS - PRESENTACIOmmc.rmee.upc.edu/documents/Slides/Ch3_v13.pdf · exists a scalar function (named ... xy S zx S yz ... The compatibility equations can be

Ch.3. Compatibility Equations

Summary

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Page 39: CH.3. COMPATIBILITY EQUATIONS - PRESENTACIOmmc.rmee.upc.edu/documents/Slides/Ch3_v13.pdf · exists a scalar function (named ... xy S zx S yz ... The compatibility equations can be

Given always exists:

Given will exist only if the compatibility conditions are satisfied.

Compatibility conditions: Conditions that a symmetrical 2nd order tensor must satisfy in order to be an

“infinitesimal strain tensor” and, thus, to exist a displacement field which satisfies:

They guarantee the continuity of the continuous medium during the deformation process.

Summary

24/10/2014MMC - ETSECCPB - UPC

u ε 1 , 1,2,32

jiij

j i

uu i jx x

ε u

1 , 1,2,32

jiij

j i

uu i jx x

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Page 40: CH.3. COMPATIBILITY EQUATIONS - PRESENTACIOmmc.rmee.upc.edu/documents/Slides/Ch3_v13.pdf · exists a scalar function (named ... xy S zx S yz ... The compatibility equations can be

Compatibility equations for the infinitesimal strain tensor:

Summary

24/10/2014MMC - ETSECCPB - UPC

2 22

2 2

2 22

2 2

2 22

2 2

2

2

2 0

2 0

2 0

0

defyy yzzz

xx

defxx xzzz

yy

defyy xyxx

zz

defyz xyxzzz

xy

defyy yz xxz

xz

Sz y y z

Sx z x z

Sy x x y

Sx y z x y z

Sx z y x y

2

0

0

y

defyz xyxx xz

yz

z

Sy z x x y z

S ε 0

, 0ml mjq lir ij qrS e e

1ijke

1ijke

, , , , 0

, , , 1,2,3ij kl kl ij ik jl jl ik

i j k l

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Page 41: CH.3. COMPATIBILITY EQUATIONS - PRESENTACIOmmc.rmee.upc.edu/documents/Slides/Ch3_v13.pdf · exists a scalar function (named ... xy S zx S yz ... The compatibility equations can be

Summary

24/10/2014MMC - ETSECCPB - UPC

Rotation tensor:

Rotation vector:

Derivative of :

1 ( )2

Ω u u

1 23

2 31

3 12

12

yz

zx

xy

θ u

,tθ x

1

11

1

yz xyxz

yz yz yy

yz zyzz

x x y z

y y y z

z z y z

2

22

2

zx xx xz

xy yzzx

zx xz zz

x x z x

y y z x

z z z x

3

33

3

xy xy xx

xy yy xy

xy yz xz

x x x y

y y x y

z z x y

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Page 42: CH.3. COMPATIBILITY EQUATIONS - PRESENTACIOmmc.rmee.upc.edu/documents/Slides/Ch3_v13.pdf · exists a scalar function (named ... xy S zx S yz ... The compatibility equations can be

Summary

24/10/2014MMC - ETSECCPB - UPC

The integration of the strain field : 1. Integration of derivative of using the expressions derived for

.

2. Known and , is integrated using:

The solution will be:

,tε x ,tθ x

1 2 3, and

, , , 1,2,3i i ix y z t c t i

,tε x ,tθ x u

, , , 1,2,3i i iu u x y z t c t i

3 2

3 1

2 1

1 2 3

1:

2 :

3 :

x x xxx xy xz

y y yxy yy yz

z z zxz yz zz

u u ux y zu u ux

j j j

i

iy z

u u ux z

iy

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Page 43: CH.3. COMPATIBILITY EQUATIONS - PRESENTACIOmmc.rmee.upc.edu/documents/Slides/Ch3_v13.pdf · exists a scalar function (named ... xy S zx S yz ... The compatibility equations can be

There is a correspondence between:

The concept of compatibility conditions can be extended to deformation rate tensor .

Summary

24/10/2014MMC - ETSECCPB - UPC

( )

12

12

12

jiij

j i

jiij

j i

uux x

uux x

uu

u

( )

vv12

vv1w2

12

jiij

j i

jiij

j i

dx x

x x

vd v

v

d v

43