Slides Chapter 2 Deformation Displacements & Strain

15
Chapter 2 Deformation: Displacements & Strain Exam plesofC ontinuum M otion & Deform ation (U ndeform ed Elem ent) (R igid Body R otation) (H orizontalExtension) (Shearing D eform ation) (V erticalExtension) sticity Theory, Applications and Numerics Sadd , University of Rhode Island

description

MCE 571 Theory of Elasticity I

Transcript of Slides Chapter 2 Deformation Displacements & Strain

Page 1: Slides Chapter 2 Deformation Displacements & Strain

Chapter 2 Deformation: Displacements & Strain

Examples of Continuum Motion & Deformation

(Undeformed Element) (Rigid Body Rotation)

(Horizontal Extension) (Shearing Deformation) (Vertical Extension)

Elasticity Theory, Applications and NumericsM.H. Sadd , University of Rhode Island

Page 2: Slides Chapter 2 Deformation Displacements & Strain

Deformation Example

(Deformed) (Undeformed)

Elasticity Theory, Applications and NumericsM.H. Sadd , University of Rhode Island

Page 3: Slides Chapter 2 Deformation Displacements & Strain

Small Deformation Theory

zyxo

zyxo

zyxo

rz

wr

y

wr

x

www

rz

vr

y

vr

x

vvv

rz

ur

y

ur

x

uuu

zyxo

zzz

zyxoyyy

zyxo

xxx

rz

wr

y

wr

x

wrrr

rz

vr

y

vr

x

vrrr

rz

ur

y

ur

x

urrr

jjii rur ,

ijijijjiijjiji euuuu

z

w

y

w

x

wz

v

y

v

x

vz

u

y

u

x

u

u

)(2

1)(

2

1,,,,,

ensorrotation t,)(2

1

sorstrain ten,)(2

1

,,

,,

ijjiij

ijjiij

uu

uue

(Undeformed) (Deformed)

P P'

Po P'o

r r'

u

uo

ou-ur-rr

Elasticity Theory, Applications and NumericsM.H. Sadd , University of Rhode Island

Page 4: Slides Chapter 2 Deformation Displacements & Strain

Two Dimensional Geometric Deformation

)(2

1,, ijjiij uue

T)(2

1uue

xzzx

zyyz

yxxy

zyx

ez

u

x

we

ey

w

z

ve

ex

v

y

ue

z

we

y

ve

x

ue

2

1

2

1

2

1

,,

Strain-Displacement Relations

u(x,y)

u(x+dx,y)

v(x,y)

v(x,y+dy)

dx

dy

A B

C D

A'

B'

C'

D' dy

y

u

dxx

v

x

y

Elasticity Theory, Applications and NumericsM.H. Sadd , University of Rhode Island

Strain Tensor

zyzxz

yzyxy

xzxyx

ij

eee

eee

eee

e

Page 5: Slides Chapter 2 Deformation Displacements & Strain

Example 2-1: Strain and Rotation ExamplesDetermine the displacement gradient, strain and rotation tensors for the following displacement field: 32 ,, CxzwByzvyAxu , where A, B, and C are arbitrary constants. Also calculate

the dual rotation vector = (1/2)(u).

32

23

32

32

3

2

32

,,

23

2

32

,,

23

2

,

2

1///

2

1

2

1

02/2/

2/02/

2/2/0

2

1

32/2/

2/2/

2/2/2

2

1

30

0

02

eee

eee

uω 1

1

AxCzBy

CxzByzyAx

zyx

ByCz

ByAx

CzAx

uu

CxzByCz

ByBzAx

CzAxAxy

uue

CxzCz

ByBz

AxAxy

u

ijjiij

ijjiij

ji

Elasticity Theory, Applications and NumericsM.H. Sadd , University of Rhode Island

Page 6: Slides Chapter 2 Deformation Displacements & Strain

Strain Transformation

pqjqipij eQQe

333

222

111

nml

nml

nml

Qij

)()()(

)()()(

)()()(

)(2

)(2

)(2

131313131313131313

323232323232323232

212121212121212121

33333323

23

23

22222222

22

22

11111121

21

21

nllnemnnmelmmlennemmellee

nllnemnnmelmmlennemmellee

nllnemnnmelmmlennemmellee

lnenmemlenemelee

lnenmemlenemelee

lnenmemlenemelee

zxyzxyzyxzx

zxyzxyzyxyz

zxyzxyzyxxy

zxyzxyzyxz

zxyzxyzyxy

zxyzxyzyxx

Elasticity Theory, Applications and NumericsM.H. Sadd , University of Rhode Island

Page 7: Slides Chapter 2 Deformation Displacements & Strain

Two-Dimensional Strain Transformation

100

0cossin

0sincos

ijQ

)sin(coscossincossin

cossin2cossin

cossin2sincos

22

22

22

xyyxxy

xyyxy

xyyxx

eeee

eeee

eeee

2cos2sin2

2sin2cos22

2sin2cos22

xyxy

xy

xyyxyx

y

xyyxyx

x

eee

e

eeeee

e

eeeee

e

x

y

x'

y'

Elasticity Theory, Applications and NumericsM.H. Sadd , University of Rhode Island

Page 8: Slides Chapter 2 Deformation Displacements & Strain

Principal Strains & Directions0]det[ 32

21

3 eeeee ijij 321 ,, eee

(General Coordinate System) (Principal Coordinate System) No Shear Strains

Elasticity Theory, Applications and NumericsM.H. Sadd , University of Rhode Island

z

x

y

1

3

2

zyzxz

yzyxy

xzxyx

ij

eee

eee

eee

e

3

2

1

00

00

00

e

e

e

eij

3213

1332212

3211 volume)/(originalin volume) change(dilatation cubical

eee

eeeeee

eee

Page 9: Slides Chapter 2 Deformation Displacements & Strain

Spherical and Deviatoric Strains

ijkkij ee 3

1~

ijkkijij eee 3

ijijij eee ˆ~ . . . Spherical Strain Tensor

. . . Deviatoric Strain Tensor

Elasticity Theory, Applications and NumericsM.H. Sadd , University of Rhode Island

Page 10: Slides Chapter 2 Deformation Displacements & Strain

Compatibility ConceptNormally we want continuous single-valued displacements;

i.e. a mesh that fits perfectly together after deformation

Undeformed State

Deformed State

Elasticity Theory, Applications and NumericsM.H. Sadd , University of Rhode Island

Page 11: Slides Chapter 2 Deformation Displacements & Strain

Mathematical Concepts Related to Deformation Compatibility

z

u

x

we

y

w

z

ve

x

v

y

ue

z

we

y

ve

x

ue zxyzxyzyx 2

1,

2

1,

2

1,,,

Strain-Displacement Relations

Given the Three Displacements:We have six equations to easily determine the six strains

Given the Six Strains:We have six equations to determine three displacement components. This is an over-determined system and in general will not yield continuous single-valued displacements unless the strain components satisfy some additional relations

Elasticity Theory, Applications and NumericsM.H. Sadd , University of Rhode Island

Page 12: Slides Chapter 2 Deformation Displacements & Strain

2

3

1

4

(b) Undeformed Configuration

2

3

1

4

(c) Deformed Configuration Continuous Displacements

2

3

1

4

(d) Deformed Configuration Discontinuous Displacements

(a) Discretized Elastic Solid

Physical Interpretation of Strain Compatibility

Elasticity Theory, Applications and NumericsM.H. Sadd , University of Rhode Island

Page 13: Slides Chapter 2 Deformation Displacements & Strain

Compatibility EquationsSaint Venant Equations in Terms of Strain

Guarantee Continuous Single-Valued Displacements in Simply-Connected Regions

0,,,, ikjkjkikijkkkkij eeee

y

e

x

e

z

e

zyx

e

x

e

z

e

y

e

yxz

e

z

e

y

e

x

e

xzy

e

xz

e

z

e

x

e

zy

e

y

e

z

e

yx

e

x

e

y

e

zxyzxyz

yzxyzxy

xyzxyzx

zxxz

yzzy

xyyx

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

Elasticity Theory, Applications and NumericsM.H. Sadd , University of Rhode Island

Page 14: Slides Chapter 2 Deformation Displacements & Strain

Examples of Domain Connectivity

(a) Two-Dimensional Simply Connected

(b) Two-Dimensional Multiply Connected

(c) Three-Dimensional Simply Connected

(d) Three-Dimensional Simply Connected

(e) Three-Dimensional Multiply Connected

Elasticity Theory, Applications and NumericsM.H. Sadd , University of Rhode Island

Page 15: Slides Chapter 2 Deformation Displacements & Strain

Curvilinear Strain-Displacement RelationsCylindrical Coordinates

zzrz

zr

rzrr

zr

eee

eee

eee

uuu

e

eeeu zθr

r

u

z

ue

u

rz

ue

r

u

r

uu

re

z

ue

uu

re

r

ue

zrzr

zz

rr

zzr

rr

2

1

1

2

1

1

2

1

,1

,

e3

e2 e1

x3

x1

x2

r

z

re

ze

e

Elasticity Theory, Applications and NumericsM.H. Sadd , University of Rhode Island