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HAL Id: tel-00512558 https://tel.archives-ouvertes.fr/tel-00512558 Submitted on 30 Aug 2010 HAL is a multi-disciplinary open access archive for the deposit and dissemination of sci- entific research documents, whether they are pub- lished or not. The documents may come from teaching and research institutions in France or abroad, or from public or private research centers. L’archive ouverte pluridisciplinaire HAL, est destinée au dépôt et à la diffusion de documents scientifiques de niveau recherche, publiés ou non, émanant des établissements d’enseignement et de recherche français ou étrangers, des laboratoires publics ou privés. Modélisation multi-échelle d un assemblage riveté aéronautique - Vers un modèle de fragilisation structurale Anne-Sophie Bayart To cite this version: Anne-Sophie Bayart. Modélisation multi-échelle d un assemblage riveté aéronautique - Vers un modèle de fragilisation structurale. Mécanique [physics.med-ph]. Université de Valenciennes et du Hainaut- Cambresis, 2005. Français. <tel-00512558>
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HAL Id: tel-00512558https://tel.archives-ouvertes.fr/tel-00512558

Submitted on 30 Aug 2010

HAL is a multi-disciplinary open accessarchive for the deposit and dissemination of sci-entific research documents, whether they are pub-lished or not. The documents may come fromteaching and research institutions in France orabroad, or from public or private research centers.

L’archive ouverte pluridisciplinaire HAL, estdestinée au dépôt et à la diffusion de documentsscientifiques de niveau recherche, publiés ou non,émanant des établissements d’enseignement et derecherche français ou étrangers, des laboratoirespublics ou privés.

Modélisation multi-échelle d un assemblage rivetéaéronautique - Vers un modèle de fragilisation

structuraleAnne-Sophie Bayart

To cite this version:Anne-Sophie Bayart. Modélisation multi-échelle d un assemblage riveté aéronautique - Vers un modèlede fragilisation structurale. Mécanique [physics.med-ph]. Université de Valenciennes et du Hainaut-Cambresis, 2005. Français. <tel-00512558>

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&1 M#,# #,#N QHLR

(N

Nu

)a

+(

T

Tu

)b

≥ 1 MHLN

V Nu 0: / Tu 0: & / [ a b

* 1 % #: * # ,# !

#2 QH HKR

[1 − 2α + 2α2

]N2 +

[13

+(

4t

πD

)2]

(kT 2) = 1 MHN

N = N/max(Ft) T = T/max(Ft) V Ft 0: ,# # α

* # ## &1 M1 &1

#,# 0.5 &1 #,#N t 0# E D #*

8,# k * #*

% ## #* #3#

8,# M#N QHP H R B3# # ## # /

: : # # 1 3#

< 2 # # ## #1 #

## QHR : 3# M

# / ### 8N 2 0### 0#8

#2 $ 01# 0 # # # # 0#

2 ## 0# 2 A 01

% #8 # # ## #

## !## B#2 ##

# 3# ##1 3# / #

# 0 / # 0 2 " &* 2#

M=1 1# 8 1 0 #1 #N

< # QLR

"0### #1 &#2 01 * / # !

3# E #2 % 3# E #

&* # #2 %0 : / ##1 20>

01 2# # / E # #2 !#

> # & , # 3# ' ##!

# #&1* #: & %!# # ##

# 3# 3# " 61 ! !) ((

!6 # 3# η ## # # 0:

3# #2 #*

" 3 QHIR QR 0 0 && #

#3 0 * 31###

/ ## & 0 #2 # $ 01# #

0 3 # 1 0 2 # #

/ 8 #1 &### U #

, && # # 3# &#2 ##8

: 2 0 3# 0# ##*

0 2 3 # / &1 ## # #,# M81 HJN

HJ %81# #

K

/ ! !) (( ! !) # '( 7-8

" #2 ##, %# 2#8 # 0##

## # & # 3# # /

0 3 0 1#2 % # 0,# 3 0 5#

# 3 %#!# # # MHKN #

# 3# ,# # # 3# F/

0#8#F 0!/!# ,# / V 0#G 3# M N 3#

#

Kσt =

σmax

σ∞et Kε

t =εmax

ε∞MHKN

) # #2 &1 # #,# ## #

, 5# 1, $ # 3#

1+ , 2 QR 0### 3 ##2 3

MHPN 4@ QJR M 2 1 2 0#8#N

% # 8# #* 3# <

# 2 " 3 QLR & ## #2

& # 3# # #2 2 3

## #8# "0,# & # MN #

MH N " # ### # ##* 1

3 &# M&# 2 ## /

## &1 #N #* ## &#2

31### η 0## 0 5# # 1#

M2# HI θ = π2 N " 81 HL ### 5# 1 3

&# 3# 2 mm # * #

# ) # # 2 #: # #

5# # 1# 3# 2 * 1#2 / #

3# 1 2 # 0 # 0 10 mm

3# #* 0 0#G #1#8# &

# 3# η ∼= 1 σθ∼= σ∞

Kt = 2 + (1 − 2a

W)3 MHPN

V a 3# W 1 2

⎧⎪⎪⎨⎪⎪⎩

σr = σ∞2 (1 − a2

r2 ) + σ∞2 (1 − 4a2

r2 + 3a4

r4 ) cos 2θ

σθ = σ∞2 (1 + a2

r2 ) − σ∞2 (1 + 3a4

r4 ) cos 2θ

τrθ = −σ∞2 (1 + 2a2

r2 − 3a4

r4 ) sin 2θ

MH N

V (r, θ) ##2 # #

P

,# ##8 * 31###

# #2

η =σθ(θ = π

2 )σ∞

=12(2 +

a2

r2+ 3

a4

r4) MHIN

0 5 10 15 20 250

0.5

1

1.5

2

2.5

3

3.5

Distance par rapport au centre de la perforation [mm]

Coe

ffici

ent d

e co

ncen

trat

ion

[.]

HL 6# 5# #2 # 1 3 &#

" # & ### # 3 !##

#2 # 0* # # 5# # 1#

# #2 $ 01# 3# 3 1#2 M20

!## 1#2N # / !## # ) !

## # #1 / # 5# #

,# # 3# ) &# ##8 QR

# 5# # 3# # ## '

,# &# ### < 3 QK

P R " ### # 2 / # ###

# 0### QIR

# MHHN # 0 2 3 ## #8# # / &1

# $ # ,# 31### η

# MHHHN 3# MHHN # !## " 81 H

0# 3# &1 , 5# # ## 0!

/!# 3# # ## 2024 − T351 2

# ,# # 1 5# ,# 3# >

## 0#G 3#

2 1 2 ,# #2 3 ##

* 1#2 M 3#N # 1 *

#, M N

⎧⎪⎪⎨⎪⎪⎩

σr = σ∞2 (1 − a2

r2 + EsE∞

s(1 − 4a2

r2 + 3a4

r4 ) cos 2θ)

σθ = σ∞2 (1 + a2

r2 − EsE∞

s(1 + 3a4

r4 ) cos 2θ)

τrθ = −σ∞2

EsE∞

s(1 + 2a2

r2 − 3a4

r4 ) sin 2θ

MHHN

V a 3# Es

ησ =σθ(θ = π

2 )σ∞

=12

(1 +

a2

r2+

Es

E∞s

(1 + 3

a4

r4

))MHHHN

ηε =εθ(θ = π

2 )ε∞

=14

((1 + 3

a2

r2

)E∞

s

Es+ 3 − 4

a2

r2+ 9

a4

r4

)MHHN

0 1 2 3 4 5

x 10−3

0

0.5

1

1.5

Déformation lointaine [.]

Es/

E [.

]

Es/E

0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5

x 10−3

0

1

2

3

4

5

6

7

8

9

10

Déformation lointaine [.]

Coe

ffici

ent d

e co

ncen

trat

ion

[.]En déformationEn contrainte

H 6# # #2

% #2 0# ,# &

31### 0 2 3 # # &&* ### # 2

## #8# # 0# 3# #8# #2

$ 1 #1 0# # : / 3#

## # #2 3# 3#

< 9 3# # / & ## 2 !# 0 2 0

0.5% % # ## 1#1 0 #

3# M1 N

I

!) "#)&) '( ! 1 ! !) (( !

) 3 QHIR 0 2 2# 2#

3# #1 #1 0#G 0 3#

M # &#2N 0 # 3# 0

% * ##2 0# ## #2 $ #

# / # &* 31### # 0#

, 3# 1 &# "0 &## #

&* 31### ηε 0

# #2 0 # #2 M HN % 8#

* # 31### ' & 2

### 0 ## #& #

$# i H J L K P I

ri[mm] JP LI K PK I H HH HJJ

ηie J H HH H H H H H H

ηip K LI L P HI H HJ HH H H

& H ( #* 31### QHIR

# 0 #* ## 3

0 8# 2 2# # ## 10 8# 2

M81 HKN & #3 / # ### &# "0:

3# ## & FF ## # 8# !

2# 3# #* #

εi = ηi × εglobale " : # Fi #3 / &2 FF # #1T

# 1 0 2#

% , 0 ## 8 #, #

!## / # U # 0###

# ## ### , 2 #

* 0 8# 2# T #

* ηie ηi

p # # #2 3= ##2

J

HK ## 2# &* 31### QHIR

!) (" ( * ! " 1 !)

) 3 QR 0 0# 1 / # 31###

## 1 # # 8 # 1

## ) , 1& QHIR 0 #

3= &* # / 31### , #

* ## "0& ## # , &* "0

# ## 2 # 8

M81 HPN % 0## 0

# 2 2 $ #3

# G,# #* ##1 3# 3

# < ## 8 0# ##

0 # 2 01 # 2 3 ## M 2

#N " ## # 3= #2 $ #

2 ,< 0 ## ## 2

A ## 3# MA 3# #2

3#N

)0 # # 0 ## # 3 ## 2

, % # # #!

# 2 3 # 2 # 2

" ## #

,#, ## 0 &1 #

&1 ## M2 0 # ,# 1

##N &1 FF 0* 3# "

2 0 5 "0###!

JH

# 01 ())! # *

M 2# N # !# # #*

## E 3 # < #1

## ) * 0 U, ) ##

1 # 8 0#1 0### * ##

1 1

HP * 2# 01 # QR

' #2 1 # E 0## 0 !

, #: #1 " &!

, ##, 1 # #

# E ) &# E # # /

## # 3# / # 3#

# / # " # &* <

## &

" ## #!/!# &* ##

8# 0&# # / " # # F#F ##

* & #2 : !

1 % ## # #20 #

0: 1 #2 ) &#2 ## #!

#8 # !## / 8,#

0&# & 3= #3# ## E 1 0

#1 # , * " *

5 3# ##1 01 !# / 0#1#

0=1 8

J

) , && #3 31##!

# ## 3# : 3#

E # 0# ## # # / ### #&1* &

# 3# F31### F #1 0

: / 3# #2 #* " !

# η 8# 3# 1 &#

3# # 3 η = εiεref

0# 31###

)0 # &#2 31###

3# ## 0 5# # ) 3# 3

&## / 0#8# #2 2 2 # &1 )# 0 ## #8#

< #1 2# &#2 ## 0

3#

"0#3 8 && # / & 0

8# #82 0 0 2 #2 3 %

/ # #2 M& N 31###

# / 3# E 2 #!# #

* ##2 , 0

2 3 $ 01# 0##8 # #

3# # 1 3# & # 0#

* #82 ) * 31### # / ##

& # # 0# 0#G # 3# 31###

JJ

QHR 4 B ; C %. ) $C9 B & : 3 & #A & #!

& 3#1 1& 3 L!B @ # #1 # #

$ # &" '"

QR '"" ,# # ##1# & 3#1 &# 3

31 # # / 0 0 123 $ 0 * 4

QJR ) )" B ) C"W 4 - X$9"'"" # 3 8#

#1 &1# 3 & #1 3 &@& # # #3 3!

1 " !% ! 9: ,- "

QLR . " - ) ! . W B W %4 '( ' )"B. 3 #!

&# % & 3 # #? #1 ! ## # # #3

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QR ; .'4 # #1 3 G#1& &# ! ;##1 # !

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0# % 0 0 >0

+ ="

QPR C %4 "$ B&#2 0#1# < +444 =

Q R $"$B W B ) ) ## # 3 ## 3 #

@ ? ## #3 ! "

QIR %4 (;; "0#2 < 4 "="== "

QHR . "4. . " - ) C!" %4 " C!; .W $ 3 &

3 1 # ""0 !% ! 5 ,%-

"

QHHR . " - ) %## / ## #2 ,# 0!

1 , # ### #2 / 0 0 123 0

< =

QHR %.%' ; )"%$O " % " $ " "$B 8# !

# & 3# 3 @ # # * ) <

"= == " "

QHJR . " - ) %.%' # 3# &# 3 !@

1 8# ,# # #, $T$$ * 0 0

< ''''' "

QHLR !4 "$ C B BW ) 1 3# ## 3 !@

# #1 ## * 0 0 < 4444' "

QHR . " - ) )"B. 9$X$%Y ) YB$% %##

# 0 ## # 3$ 0 38 < 4 &" '

=

QHKR . " - ) )"B. 9$X$%Y ) YB$% # # !

#1 3 # # 3 #3 &@&# 7 ) %6 0

< = " "

QHPR . " - ) )"B. 9$X$%Y ) YB$% # !

& 3 3 # 1& 3 # # % 0 6

< & '

QH R . " - ) )"B. 9$X$%Y ) YB$% %&## 3

# 3# 3 # # # : 0 < < & "=

"

QHIR " B""$ %## 0 2 31##

# &* 31### # , &#2

#1 / 0 0 123 0 < "

QR B$$% " X - " X$ # 3 # #1 ##

# # #1 # $ 0 >123 0>.8*0 &!#%5<

"

QHR ! . W B . " - ) BE 3 31### # , &!

#2 01 #1 # $ .)#% &? '" )

2 " "

QR B # 3 ! %& # 3 # ?#1

1& # 3 &# % @6

QJR . 4WX) )#1#1 &## ! 0 5 0 4"

QLR B$49 B& 3 ## 7 )0 A;5 +: !

QR 4 '. B& 3 # 3 & # ## # @#&

# # # @ % < "= '

QKR %4 ')B C! %'"$ # &# !

# # ### # %3 < ""4

=4

JK

QPR %4 ')B # # ### ! ## @!

## # 3 # "0 !$ 3

2 28 0 30 3$ 0 >3 3 ,!0-

=

Q R C!" %4 .%4 - % $""B ') # # # ###

# %3 < 4 =4

QIR Y BX"" # # # & # #8#

# $ %!% & " 4

JP

# ! &!$

% &# &* 31### # / 0 3#

&* # 2# ' #* # ,#

# 2#!#2 # 3 3

' # ## 0 3# : ' *

31### # % * & #!&

#3 0 0 2 3# !

# 1#2 " #* # &# 0# / ,# ##

/ 8## 0 #* 31###

! "

! " #

! " ! # $%&'

! #()*' +

*,-

$ % η &&

- " +

. η . & / 012

3 " η 1

' ()*% +&

L

% < ,## &# ## 1

# 8# # ## *

##8 8,# 2 E 3 ) #

&& 0# 0&# / # 3# / #

# "0#3 8 # / 8# #82 #

0 2 #2 3 %#!# ## 0 &*

# , # 81 H 0## 1 / # &#

E 1 0 #1 #

"0 8# 2 # * !

#3 &* #2 , 3# $ #

0##8 # * #82 ' 3# ##

3&# # & < # 8 0# *

0##8# * #

# % 2 &#

# 1#2 # 1 # 20# 0 #1

/ ## ##2 < !,&# *

% &# 0## && &1#2 0 &!

* # ## # / 3# # 0##8

* & # # / / !

# # 31### 20 8# &#

%!# 0,# #* 3# η 8# 0 3!

# εi / 3# ## ε∞ " #* # &# 0#

0 #2 / 0 3# ## ## 20/ #1#!

8# &#2 #!/!# * & 2#

0 2 F31##F " # ,#

0 ### 3# 1 &# " 0

3 3 M#N #1 0## ML!"JN

# , MON " ## #* # G,#

## 0 * 31### # / 8# 2

F31##F

!

" 3# 3 8# 3# ,# / V 0#G

3# 3# # ) , &#2 !# ##8 / 0#!

8# #2 1 &1 ) 0

LH

! "

8# 0 # ## 2 3 8# "0##8# 0

3# 3 &#2 0* #5# # ## ) !

3# # 0 8# 2

31## #!# < # / 3# 1 !## ), 3!

# # # 3# 3 $ 01# 0

3# 1 0 8# εg = ∆LL0V ∆L 01 / 0# t

L0 1 ### 0 0 0 3#

2 % # #3 0# 2 , 3#

0 / 3# 3

" # 3# 3 # ##

8# 0 2 3 0### 0 ,## ), 2

3# #* 4 mm # 8 M# # 0

0.75 mm ##1 3# 2 mm ##N "

#* 2 80 × 80 mm2 !#1 ,# 2

160×160 mm2 3= / ## 0#G #1 M81 HN

" # , # # ## # 3

## * " ##2 #1

H

80 mm 160 mm

H #1 2 3

L

#$ " #$ $

)## 2 0

80 × 80mm2 1652 1736

160 × 160mm2 6448 6616

& H %##2 #1 2 3

" ## #2 # / 0# 8# # " !

## 2 0# 1 mm " # # 2#

: 0## L!BJH # !

#2 M* "@#1 MHNN B

# # & # / ## 3# #2

#2 # / ) 0## 16% % !

& * 1 0& &* , 01

# 5 0 # #

σ = A + B pn MHN

V σ # 2# # A ## 0## B n

* # 0#1

#2 0W1 %5# # * #2

ρ [g/mm3] E [MPa] ν A [MPa] B [MPa] n

0.0028 74000 0.33 350 600 0.5025

& %##2 #2 #

8 # : # #,# #3# 2

# 2 # 1# # # / &1

# / 1m/s " E 2 ## #

" 3# 1 8# 1 ###

0 # 3# 2 0 # , 8#

,# < #1 3# 3 )0 #

LJ

! "

&#2 # 3# εr=a/εref 8# # MN $

# 0 # 0,# 3# 3 &#2 0!/!#

3# #8# ε∞ 3# 3# 3# εr=a

ηε =εr=a

ε∞=

E∞s

Es+ 2 MN

V a 3# E∞s Es # 0W1

#

#2 3# 3# #

#3 0 & 3# " 81

# 3# 3 3= &#2 M3# #8#N

#2 M3# 1N " 3# 1 & ,

* 8# ### / 3# 3 &#2 20/

0 0.5% M81 N 0!/!# 20/ 2 ## #2 : # #

' 3# # # ## 0 3# 3 &#2 0

&#2 0#8# #8 " # 3# 1 &

* 2 / ### 0 ,# , 3#

5% &1 !# / #8 '## !

3# 1 3# 3 # 0#

,# 31### η

0 3# 3 #2 # 1 V !# #8 )

### < # 0 2

31## 3# 1 3# # 31###

&1 #

0 0.05 0.1 0.15 0.2 0.250

0.005

0.01

0.015

0.02

0.025

Déformation au bord de la perforation [.]

Déf

orm

atio

n de

réf

éren

ce [.

]

ThéoriePlaque 80*80Plaque 160*160

)3# 3 &#2 3# 1

LL

#$ " #$ $

" ## 0 3# 3 # #1 " ##!

# & 3# 2 1 80 mm , ,

0 0, # # 2 &# "0!

# 0< 0### #22 " 3# ,

# 0 # # #2 # #2 M81 JN

0 0.5 1 1.5 2 2.50

1

2

3

4x 10

4

Déplacement [mm]

For

ce [N

]

Domaine plastique Domaine élastique

J # 0# # 0## ##

& # M81 LN 3# # 3# ## #

0, , : 0 U / 3# 0

2 : 3# 0, # ##

3# M # < 1# ## # #

N # 1 20/ # # MA # 10 mm 25 mmN

# # 3# ## / 0: 2 ## )

# ### < 3# 1 &# " 3#

1 &# 0 ,# # 3 /

2 0 0 #1 3# ## 20/ # # MA #

/ 20 mmN 0: 0 " : 2 3#!# 2#

#,# $ ,# A A ## V 3# #

: ) A 3# 0, 3# 2#

2 3# 3 &#2 #2

2 3# 1 3# 3 #

A / #8 &1

L

! "

0 5 10 15 20 25 30 35 400

1

2

3

4

5

6x 10

−3

Distance au centre de la plaque [mm]

Déf

orm

atio

n [.]

Déformation globaleAxe verticalChemin de rupture

0 5 10 15 20 25 30 35 40−0.02

0

0.02

0.04

0.06

0.08

0.1

0.12

0.14

0.16

Distance au centre de la plaque [mm]

Déf

orm

atio

n [.]

Déformation globaleAxe verticalChemin de rupture

L )### 3# # 0## ##

"0# 81 L # 1 # ### #

3# 1 # % ## 3#

0* 0, &## : 1 &# !# # / #

30 mm 2 20 0 20/ 14 mm # 0, # #

M81 N ) #: # & # 3

## #:* #* ## # #2 #:

# 20/ 25% 3# 0, # " ##

0 3# 3 22 / #

0 0.4 0.8 1.2 1.60

0.01

0.02

0.03

Déplacement [mm]

Déf

orm

atio

n [.]

0 0.4 0.8 1.2 1.60

1.5

3

4.5x 10

4

For

ce [N

]

Déformation globale26mm30mm34mmForce

!

0 0.4 0.8 1.2 1.60

0.01

0.02

0.03

Déplacement [mm]

Déf

orm

atio

n [.]

0 0.4 0.8 1.2 1.60

1.5

3

4.5x 10

4

For

ce [N

]

Déformation globale10mm14mm18mmForce

"

6# 3# 1 3#

8 # 0 2 160 × 160 mm2 # "

## 0 3# 3 #!/!# ##

2 M : 0&N ## < #

LK

#$ " #$ $

2 160 mm E , : #

2 2 0 # 0, # 1 &#

M81 KN , # F#F 3#!# 1

# % # 1 ## &1

< , , , " &* 20# 0 #1

# 3# 3 0, # 0 M81 P(a)N

&# M81 P(b)N $ # : # A

## 3# 3 3# ## 2

0 10 20 30 40 50 60 70 800

0.5

1

1.5

2

2.5

3x 10

−3

Distance au centre de la plaque [mm]

Déf

orm

atio

n [.]

Déformation globaleAxe verticalChemin de rupture

0 10 20 30 40 50 60 70 80−0.01

0

0.01

0.02

0.03

0.04

0.05

0.06

0.07

0.08

0.09

Distance au centre de la plaque [mm]

Déf

orm

atio

n [.]

Déformation globaleAxe verticalChemin de rupture

K )### 3# # #2 #2

0 10 20 30 40 50 60 70 80−0.01

−0.005

0

0.005

0.01

0.015

0.02

Distance au centre de la plaque [mm]

Déf

orm

atio

n [.]

Plaque 80*80Plaque 160*160

"

0 10 20 30 40 50 60 70 800

0.02

0.04

0.06

0.08

0.1

0.12

0.14

0.16

Distance au centre de la plaque [mm]

Déf

orm

atio

n [.]

Plaque 80*80Plaque 160*160

#!

P )3# # #2 2 80 160 mm

% 0 ## 0 3#

3 22 # $ 0* 3 &## 3#

3 3# 1 8# εg = ∆LL0 ∆L 01 /

0# t L0 1 ### 0 # # εref

LP

! "

" #

) # && / & 3# , ε

3# " &# # * #

&* 2# 20/ # #, 2 3# #

3# M4aN %#2 3# ## 1

,#2 B3# 20 3# #*

0 & 3# "0 1 1 3!

# ## / % # #5# # 3# M3

1# # N %0 2# #5# ##

## ### 3# 3

' & & 3# ## # 0#1

3 &#2 0 # #

0 3 3# # #1 0##

" 3 &#2 &#2 # 0#1

3 QHR 3# 3 ' ,# # ##!

# < 3 QR % & 3 &

# , #1 0,# #3 #1# #1

# %,!# 1+ / #, 1# # / 3

# $ 01# # # & 0

#, #3 0#1 ### / 0#1 3

M81 N $ && 3 MJN V dx dy #

#1# ax bx ay by 01# cx cy ##

QHR

ux(x, y) = ax · x + bx · y + cx · xy + dx

uy(x, y) = ay · x + by · y + cy · xy + dy

MJN

" # # , #3 ###

3 1# # 0 8# 0#1

### " 1# 3 1+ / 0### 0 * #

, A Zi Zf M81 IN % * #

3 #

C =∫

∆S [f(x, y) · f∗(x∗, y∗)]2 · dxdy MLN

L

% & $

V∆S 0# A # " 3# #* f(x, y) f∗(x∗, y∗)

2 / # 1# 0#1 ### 3 # % * C

# 0 1 2 3# "

3# # &

6# 0 #3 0#1 ### 0#1 8 QHR

" 3 QJR QLR # ## &

%!# # # & "0#!

# #3# / 0.05 #, % # 3#

#3# / 1% B3# #: # # #1 0# 2# # < !

02### 0#1 ## 0#1 / # # *

# # 2 &2 #3 0#1 # #: 0 /

0 " 2# " & 3# 0*

2# &# 11 ## 2 ##

##* 2D V 3# # 0, z

$ $ %

I ## # 0#1

LI

! "

"0 ,# # 3# "

## * # 2# )# 0 ## #8# < #1

# # ## ,# : &* 1

3# " ## &# 81 H #

# 1 mm 1.17 mm #1 0## M2024−PL3N

# , MON % ## 0

# #,# QR 0 #!1 2 # / 4a [ !

/ # : 3# &# 2# #,# QKR %

## # U ## # &# 0# ## /

## /

H 6 # 3

" / # ### 2# #2 M5mm/mnN / 0# 0

# &#2 M81 HHN # # &2 81# 8 0!

### " &>

7 0 3 #A#2 ### 9#

7 0 9

7 0 (?& # 0#1

7 0 1 3# 1 1 (#&

" & 3# 1## # ## # -

" &# # ## # & # # ' 1

# 3#

% & $

"

&

HH )###3 ,#

8 1 0: ,# Fmax 01 ,# δmax

01# W MN " 0# 3#

#: # &# "0 1 0!

# &* #2 # 0# # 0##

## M81 HN

W (δ) =∫ δmax

0F (δ) · dδ

i

Wi =N∑

i=0

12(δi+1 − δi)(F (δi+1) + F (δi)) MN

H %&#, 0#

H

! "

!"#$

" 3# ## ### # #

0 # 1 &# M, J LN " ## :#

# 3# 1# F#F M# / 0 3#

# 0#1N 2# #: 0 # / 0 %&2 81# 3# 0

# # "0 # 0# #: #

3# # &* # # # # 0##8 #

# 3# " # 0 M N 2

3# #1 0 0.5 mm

\ # # H # # J # L #

QR QR QR QR QR QR

H −0.12 2.26 2.74 3.68 5.59 10.34

0.06 2.23 2.79 3.74 5.63 10.34

J −0.15 2.22 2.68 3.62 5.54 10.24

& J ## # 3#

3

\ # H # # J # L #

QR QR QR QR QR

H 2.23 2.68 3.61 5.52 10.27

2.54 3.01 3.94 5.83 10.53

J 2.46 2.92 3.85 5.74 10.49

& L ## # 3#

3

" :! 3 # > F#F /

# 0 0 3 mm M81 HJN %!# / 0: #

" %&+# QPR &* 1#2 01 0## 0# A

## 1 0 Q R " 3#

# : M 3# # #&1*N

% & $

0 1 2 3 4 5 6 70

5000

10000

15000

Déplacement [mm]

For

ce [N

]

Eprouvette perforéeEprouvette non perforée

HJ :! 0 #1 0##

" # &# "0 0

1 ,# ##

1 " # ,# # 0 3 & !

##2 #2 # ## !

#, M#480MPaN # # :# 0 3 MS0 = 22 mm2

# 26 mm2N # ,# 0 440MPa # #3# /

10% / 0 # ' ### # # 0!/!

# / ## #2 Mσy = 385MPa # σy = 370MPa

3N " 3# # ## /

M31###N 0 M0.8 mm # 6 mm 81 HJN # 0!

# 01# 2 / # 90% M 2# < 1 2

## N ) , 81# 0# 3#

3& ## * 0: ,# M81 HJN

\ Fmax[N ] δmax[mm] Wmax[J ]

H 12416 6.15 83

12454 6.25 81

J 12608 6.55 92.5

\ Fmax[N ] δmax[mm] Wmax[J ]

H 9715 0.81 9.5

9690 0.82 10

J 9754 0.78 10.5

#' #4'

& ,#, #1 0##

J

! "

)0 # 3# : ### 3# " 81 HL

0# 3# # 1 &#

3 3# &1* 1 &#

&1 M81 HL(a) H(a)N # ##

/ 0: # " %&+# 1 / 0 " #

# / 0## , + −45\M81 H(b)N " 3#

* / ### #&1* 3# 1 &# *

0# M81 HL(b)N " 81 HK # # #

3# 3# 0# # ### :

# " %&+#

0 1 2 3 4 5 6 70

5

10

15

20

25

30

Déplacement [mm]

Déf

orm

atio

n [%

]

Point 0Point 1Point 2Point 3Point 4Point 5

'

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.80

5

10

15

20

25

30

Déplacement [mm]

Déf

orm

atio

n [%

]Point 1Point 2Point 3Point 4Point 5

'

HL # 3# #: # &#

! $

H 0 3

L

% & $

! $

HK 0 3

" 81 HP H 0# 3# 3#

, # 1 2 5 # # 3

3 3# &1* 1 &# ### &2

# #: # 20/ 3 mm ,## "

## 20/ 0## : # "

%&+#

0 1 2 3 4 5 6 70

5

10

15

20

25

30

35

Déplacement [mm]

Déf

orm

atio

n [%

]

Essai01 (2.26)Essai02 (2.23)Essai03 (2.22)

( )

0 1 2 3 4 5 6 70

5

10

15

20

25

30

35

Déplacement [mm]

Déf

orm

atio

n [%

]

Essai01 (2.74)Essai02 (2.79)Essai03 (2.68)

( *

0 1 2 3 4 5 6 70

5

10

15

20

25

30

35

Déplacement [mm]

Déf

orm

atio

n [%

]

Essai01 (10.34)Essai02 (10.34)Essai03 (10.24)

( +

HP )3# # 0, # ! 6 3

3 3# # 5 ### 0!

# % # # / # 5 #1 3#

20# 0 # 2 3# 0#G " ## # M 0 10 mm

3#N # / 4a # / # 2 3!

# 0#G ### 3# &# , # 1 2

, A < ##1 " 0 ### 20/

1 0 0.08 mm # #:* "0 :#

# #8 #: 3# " 3!

! "

# : & ## / 2 : ##

# 1 0# 3# 0# 01 !

0# 03 !< ! 0# 02 # # # /

0.08 mm ε01 > ε03 > ε02 [ ### 3# 3# ## :#

3# & #1 3# M LN

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.90

5

10

15

20

25

30

Déplacement [mm]

Déf

orm

atio

n [%

]

Essai01 (2.23)Essai02 (2.55)Essai03 (2.46)

( )

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.90

5

10

15

20

25

30

Déplacement [mm]

Déf

orm

atio

n [%

]Essai01 (2.69)Essai02 (3.01)Essai03 (2.92)

( *

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.90

5

10

15

20

25

30

Déplacement [mm]

Déf

orm

atio

n [%

]

Essai01 (10.28)Essai02 (10.53)Essai03 (10.49)

( +

H )3# # 0, # ! 6 3

" &* #, 3# , 2 3 0# #2

# # 3# ## M81 HI N 20/ 0!

## : # " %&+# M81 (a)N % #1 *

# : 1 3# $ #1 1 # # /

& 8 31### " ###

3# 1 &# 0 3 M81 (b)N ###

8 # &# &# H

) # &# 0 # &2 81!

#

0 2 4 6 8 10 120

5

10

15

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

Essai01Essai02Essai03

'

0 2 4 6 8 10 120

5

10

15

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

Essai01Essai02Essai03

'

HI )3# 1 &# ##

K

% & $

0 2 4 6 8 10 120

5

10

15

20

25

30

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]Essai01Essai02Essai03

'

0 2 4 6 8 10 120

5

10

15

20

25

30

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

Essai01Essai02Essai03

'

)3# 1 &# 0####

%&'$

" &* 1, K # #3

0 3 ' # ### 0#1 0##

< 3# 3# # ## /

0 ## 2 # 0# 01# % ## # 0

90% 0#1 0## 3#!# 0 50%

60% 01# " #2 ,

### M 0# # 81 HN # 3# #:

< %!# 0,#2 F3#F # #

0# , M170MPaN : 0 8 # #

# 2# ##2 , 2 # # :#

# & 0 ) < # ,# # 0

3 & ##2 #2 # M330MPaN " #

,# 0 3 # 10% ,## M295MPaN

0##

6 3 6 3

Fmax [N ] 9900 8780

δmax [mm] 15.95 7.97

Wmax [J ] 138 51

& K ,#, #

P

! "

0 2 4 6 8 10 12 14 160

2000

4000

6000

8000

10000

12000

Déplacement [mm]

For

ce [N

]

Eprouvette perforéeEprouvette non perforée

H :! 0 # ,

# / 0: ,# & 0# # *

% & 0 # ##* 0# 20

0# 2 22 1/10es ##* #1 0## '

2#* # &* & 0#

## # 8 0# &* #2 ,

)0 # 1 0: 3# < ##2 20/ 0##

0: ,# 2 2 # # # 0# #

0: 3# #:* 2# : # 01# 20/

" 81 0# 3# #: # &# !

## :# # # P

3 3# ##2 0 # 0!

# 20/ 10 mm # # 3#

0 # # 3# &1*

0##8 2 ## 0=1 # 0&# M81 JN

3 ### / #

#1 0## " 3# > * &!

1 #, 3# #: 1 &# M81 (b)N %

#, 3# 0 2 # # & %

# 81 L

% & $

# H J L

QR QR QR QR QR QR

6 3 JJ L HH

6 3 K JJ LH P HJ

& P ## # 3#

#

0 4 8 12 14 160

50

100

150

200

Déplacement [mm]

Déf

orm

atio

n [%

]

Point 0Point 1Point 2Point 3Point 4Point 5

'

0 1 2 3 4 50

50

100

150

200

Déplacement [mm]

Déf

orm

atio

n [%

]

Point 1Point 2Point 3Point 4Point 5

'

# 3# #: # 1 &#

! $

J 0 3 #

I

! "

! $

L 0 3 #

" 81 &* #, 3# , #:

# 0## ## 0: ,# & 0# M 4N

) , # # / # 3# 0!

# !# > &1 3# &1*

0 20/ 0: ,# # # 0

# / 0&# M 40% ,# 3#

0 81 (a)N 0 3 #

* &1 M81 (b)N

0 2 4 6 8 10 120

20

40

60

80

100

120

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

domaine élastiquedomaine plastiqueeffort maximaladoucissement

'

0 2 4 6 8 10 120

20

40

60

80

100

120

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

domaine élastiquedomaine plastiqueeffort maximaladoucissement

'

)### 3# 1 &#

K

% & $

( ')*

), ##8 ) 0 3 0!

# 3# 3# 3= &1* 0 # >

# 3# M# 0 3 1#2 ! 8N /

0&# ) 0 3 # 3#

* &1 M 3 1#2 ! # 3# !

* N %!# ## # 0 2 ,

0&# # # / # 3# # / 0#!

# 3# η &1 )0 # 1 3#

# 01# ## 01 / % #

3 ## #8# & 3# 2# #&1* *

### #2 0 3

" # 3# 3 3!

&2 # 1 &# 2 0#G 3#

# ##1 " , #1, ## * &1 M8!

1 KMaN PMaNN 3 / 2 0 0#1 3#

, #1, < 3 # # # &1!

M81 KMbN PMbNN # #1 3# M81 KMcN

PMcNN 3# ##2 0# 0!/!# 2

&1 # #2 #2 2 0 # 3 " 3#

1# 3#

0 1 2 3 4 5 6 70

5

10

15

20

25

Déplacement [mm]

Déf

orm

atio

n [%

]

Eprouvette perforéeEprouvette non perforée

( )

0 1 2 3 4 5 6 70

5

10

15

20

25

Déplacement [mm]

Déf

orm

atio

n [%

]

Eprouvette perforéeEprouvette non perforée

( ,

0 1 2 3 4 5 6 70

5

10

15

20

25

Déplacement [mm]

Déf

orm

atio

n [%

]

Eprouvette perforéeEprouvette non perforée

( +

K %# 3# 1 &#

3 3 #1 0##

KH

! "

0 2 4 6 8 10 12 14 160

20

40

60

80

100

120

140

160

180

200

Déplacement [mm]

Déf

orm

atio

n [%

]

Eprouvette perforéeEprouvette non perforée

( )

0 2 4 6 8 10 12 14 160

20

40

60

80

100

120

140

160

180

200

Déplacement [mm]D

éfor

mat

ion

[%]

Eprouvette perforéeEprouvette non perforée

( ,

0 2 4 6 8 10 12 14 160

20

40

60

80

100

120

140

160

180

200

Déplacement [mm]

Déf

orm

atio

n [%

]

Eprouvette perforéeEprouvette non perforée

( +

P %# 3# 1 &#

3 3 #

"0,## ### 3# #

0## ## / 0: ,# ) # #2

0 3 # #5# ,# ' #

3# !# / 3# # # M&!

#1 #5 # # #2N # 0

## 0 ### 3# 1 &#

# 2 3# 1# FF # 1

F##8F 3# 3# M81 N " 3!

# : #8 ### 3# 1 1 #

/ 0 3

0 2 4 6 8 10 120

0.5

1

1.5

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

Eprouvette perforéeEprouvette non perforée

0 2 4 6 8 10 120

0.5

1

1.5

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

Eprouvette perforéeEprouvette non perforée

)### 3# 3 3

/ 0 1 M##N

K

% & $

) # #2 / 0: ,# 0 * # #:

# # ) 0#1 0## #,

3# 0 3 / ,

3 M3# 0 12% 24% # #2 / 0:

,# # 81 I(a) J(a)N 2 3# #8

### 3# # 1 # 3#

1# FF 3# F##8F

) 0## ## * 0## 0: ,# "

3# # & 0&# 0* < 0 #

0 2 4 6 8 10 120

5

10

15

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

Eprouvette perforéeEprouvette non perforée

0 2 4 6 8 10 120

5

10

15

20

25

30

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

Eprouvette perforéeEprouvette non perforée

I )### 3# 3 3

/ 0 2 M##N

0 2 4 6 8 10 120

5

10

15

20

25

30

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

Eprouvette perforéeEprouvette non perforée

0 2 4 6 8 10 120

25

50

75

100

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

Eprouvette perforéeEprouvette non perforée

J )### 3# 3 3

/ 0 3 M: ,#N

KJ

! "

) 0# : 3# # # #2 /

0: ,# # 2 0##8# S 2 # #

3# # 3# M: FFN #

1 M: F##8FN M81 I(b) J(b)N

"0 0# 2 : 0##8# !

3# # / 3# 0# & 0#

"0# # 3# * 0: ,# 0: !

# 0 3 M# 01# 0 & ## 81 (a)N 2

#, 3# 1 # # 0 3 M!

#N , 3/4 & 0# 3# 01# 20

M81 JHN

0 2 4 6 8 10 120

20

40

60

80

100

120

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

Eprouvette perforéeEprouvette non perforée

JH )### 3# 3 3

# / 0 4 M& 0#N

## 0 #1 3# # 3#

0 # # # M## 1N #!

< # 0## 0 3 # / &* 31###

# / 0&# ) 0 # M3N 3!

# * * ### / &* 31### # /

F#F F##8#F 3# ##1 ) #

!## M#2 #N &* 0##8# 0#

" 3# 01# 2 3# #2 '

3# 3# # M#N # 0&# & "0#!

G # 0 / # & ## : 0:

31### # 0##8#

KL

% & $

,# # 0# &* , 3!

# / 3# ## 3 εi/εref " &#, 3#

3 εref # !# 8# δ/L0 V δ

L0 # 1 ### 0

3# εi 3# 3 εref 2 8# 0#

0,# # ## η 0## 0#G # &1

M#2 #2 1 N

) 0 3 M81 JN 3# &1*

# 0## ## η 1 C 0####

1# η !# # 0## 0 3!

# 0!/!# 0 3 1#2 M 8N ) 0

3 M81 JJN ### 3# #&1* * &1!

η > 1 1 &# M3 ## * #1

3#N 2 0 # ## #2 #2 " # η

# 0#G # ) η #:

# #1 0## M81 JLN S0# # 0 3#

* ε/εref ## ## 0 0

B 2 η = 1 # 0 #2 # η > 1 # ## #2

0 2 4 6 8 10 120

0.2

0.4

0.6

0.8

1

1.2

1.4

1.6

1.8

2

Distance au centre de l’éprouvette [mm]

Coe

ffici

ent d

e co

ncen

trat

ion

en d

éfor

mat

ion

[.] domaine élastiquedomaine plastiqueavant rupture

0 2 4 6 8 10 120

0.5

1

1.5

2

2.5

3

Distance au centre de l’éprouvette [mm]

Coe

ffici

ent d

e co

ncen

trat

ion

en d

éfor

mat

ion

[.] domaine élastiquedomaine plastiqueeffort maximaladoucissement

J 6# η 3

K

! "

0 2 4 6 8 10 120

1

2

3

4

5

6

7

8

9

10

Distance au centre de l’éprouvette [mm]

Coe

ffici

ent d

e co

ncen

trat

ion

en d

éfor

mat

ion

[.] domaine élastiquedomaine plastiqueavant rupture

0 2 4 6 8 10 120

1

2

3

4

5

6

7

8

9

10

Distance au centre de l’éprouvette [mm]

Coe

ffici

ent d

e co

ncen

trat

ion

en d

éfor

mat

ion

[.] domaine élastiquedomaine plastiqueeffort maximaladoucissement

JJ 6# η 3

0 2 4 6 8 10 120

1

2

3

4

5

6

7

8

9

10

Distance au centre de l’éprouvette [mm]

Coe

ffici

ent d

e co

ncen

trat

ion

en d

éfor

mat

ion

[.] AcierAlliage d’aluminium

0 2 4 6 8 10 120

1

2

3

4

5

6

7

8

9

10

Distance au centre de l’éprouvette [mm]

Coe

ffici

ent d

e co

ncen

trat

ion

en d

éfor

mat

ion

[.] Acier (effort maximal)Acier (adoucissement)Alliage d’aluminium (effort maximal)

- " !

JL 6# η # ##

$ % η

"0 ,# 2 01# ## 3 M#N

20/ W1 #3# / 01# ## <

## # 3 M#N W0 " ## M# ##N

2 W1/W0 3# # ## # F0#!

F " ## 1#2 / #1# 1#2 M#N ##!

### !< # / 0,# 0 ### &

3# #&1* " 3 1#2 M#N 1# F#!

#8F 3# ## ##8T 3#

KK

' ( $ η

## # FF & 0# M1N

/ 0&# " # &# ,# ##

&*

*

# 3# η 8# 3# ε / 3# #!

# #2 εref M ε∞ &#2N [ # 2 ###

η = η(r, θ) < 8# 1 3 &# Mη = η(r, 0)N 3= !

#2 ##2 3# 20/ 0

% 3# # ## 31### 31###

0,# 0 # 0 3 1#2 "2 η = 1 ##

# #2 # ## M3 !< 3# #N

# η > 1 ## # #2 ## 8 η < 1

#1#8 2 ### 3# ε #3# / 3# ##

εref 8## 0 #* 31### 3#

η

7 η > 1 ## 31### ε > εref

7 η = 1 31### ε = εref

7 η < 1 ## F#F ε < εref

" * # 3# η ## # / #

M !##N / 3 1#2 M1 a 0

3# 1 0 8N $ # η = η(r, σ, a) #2 σ(p, d)

"0 ##2 # M#1 3#N #

3# F##F εA !/ 2 #1# 1#2 >

0&# ### η 0# M 2 εref ≤ εA ⇒ η = 1N # 2

# εA # # 2# # ")! 0## 0

3 1#2 M1 # #N ) 0

3 1#2 ### M# 3#N * #

εA = 0 # 8

η = η(r, σ, a, εA) avec σ(p, d) et η =ε

εrefMKN

η 0# 0 31### U / 3#

0 * 31###

KP

! "

+ η + # , -./

%# # Ω # ### S0 2 3 1#2

3 A(t) # "02## &#2 2# 2

dWext = dWelas + dWcin + dWS MPN

V Wext # 3 ,# Welas 01# #2 ?

# Wcin 01# ##2 WS 01# ## #

#2 "## # # 2# 8

0,# S(t) = S0 + A(t) 01# dWS 0#

dWS = 2γdS M N

γ 01# # / # 0 3 ## )

0 ### 2#!#2 MWcin = 0N # 1#2 0,#

∂S(Wext − Welas) = G MIN

G 3 0,# 8 %!# 1 2 G #

##2 GC ##2 # G 0,# 1 3# 5#

0## # KI #2 # # M E νN

G =1 − ν2

EK2

I MHN

KI 3

KI = ασ∞√

πa MHHN

α 3 ##2 3 8 M#N ###

" & # ##1 # 8 0,#

# 3# KI 3 QHR

⎡⎢⎢⎣

σr

σθ

τrθ

⎤⎥⎥⎦ =

KI

4√

2πr

⎡⎢⎢⎣

5 cos θ2 − cos 3θ

2

3 cos θ2 + cos 3θ

2

sin θ2 + sin 3θ

2

⎤⎥⎥⎦ MHN

2 20 # 8 & # 3#

8## #8# Mr → 0N

K

' ( $ η

) ## 1# 8 Mθ = 0N &1 #,# #

3# ## &1 MeθN 0,#

σθ =KI√2πr

et εθ =KI

4µ√

2πr(K − 1) MHJN

K = 3−ν1+ν #

## MHHN MHJN # #

## / # 2 # # 0,# 0,# 3# ησ ηε

# # & ##

ησ(r, a) =σθ

σ∞= α

√a

2ret ηε(r, a) =

εθ

ε∞= α

1 − ν

1 + ν

√a

2rMHLN

0V

KI = ησ

√2πr σ∞ ou KI = ηε

1 − ν

1 + ν

√2πr ε∞ MHN

;# 01# ## 0,#

∂S(Wext − Welas) = 2πr

1 − ν2

E(ησ σ∞)2 ou

∂S(Wext − Welas) = 2πr

(1 − ν)2

E

1 − ν

1 + ν(ηε ε∞)2

MHKN

"01# # # 0 3 ## 3#

η(r, a) r σ∞ ε∞

0 η

" #2 # #2 1#

## 2# ## ## # 1#

8 # < # &# 2# M&&*N 0,# 0

8 ### MN " #2 ##, %# 0#

# # 0## ## 01 ' #5

, , &# ## 0 #2

#2 ##2 0# #2 0

# & 31###

# Ω # ### S0 # 20 3 1!

#2 3 A(t) # ### >

3# / 1 0,# 02##

&#2 ### MPN / 2 1# ## ##

# #8# Wplas 1 Wendo &1 & Wtemp MHPN

KI

! "

dWext = dWelas + dWcin + dWS + dWplas + dWendo + dWtemp MHPN

" # &#2 0! 3# ε T ,2

# 3 &#2 σ s " # &#2 !#

3# #2 εp # * 3 αj

M01 #: d ,N ,2 # 3 &#2

σp Aj #

%# # 2 01# ## &1 & 1#!

1 MWtemp = 0N 2 ### #2 ## / # #2 MWcin = 0N

" 1# ## 3= ## MWplas Wendo WSN 0,# 3

1#2 Wi

Wi = f(ε, αj) MH N

"02## &#2 #8 / 0& # / 0&

#* ## 0 ## εref M] HHN

/ ε " 3# η 2 8# MKN # &#2 &

2# # & 3# 8# & 31### M /

3N Ω #* &&* 2

01# ## 3= ## ## / #8# 01

3= 1#2

Wi = f(ε, αj) = f(ε, εp, d, η) MHIN

3# 0&&* 2 ## 0 0#2 #

, # # # 2 # Ω < ## #

S(t) 3 3 #2 2 S(t) = S0 + A(t)

# Ω∗ Ω # 2 0 # # &*

S % ## # & 1# ## 3=

##

dWi = dWiΩ∗ + dWiS dWi =dWi

dΩ∗ dΩ∗ +dWi

dSdS MN

dWi

dΩ∗ =dWiΩ∗

dΩ∗ +dWiS

dΩ∗ dWi

dS=

dWiΩ∗

dS+

dWiS

dSMHN

" ## 0 20#2 # ##8 #

H # F#F dWiΩ∗/dS = 0 dWiS/dΩ∗ = 0 M ##

P

' ( $ η

dS 01# ## Ω∗ #N

dWi

dΩ∗ =dWiΩ∗

dΩ∗ dWi

dS=

dWiS

dSMN

$ # 0,# 1#2 1# ## ## #8# !

1

dWi =dWiΩ∗

dΩ∗ dΩ∗ +dWiS

dSdS MJN

dWi =dWi

dΩ∗ dΩ∗ +dWi

dSdS MLN

dWi/dΩ∗ ## 2# 01# 2# # 1# !

Ω # 0,# 3 M# #N dWi/dS ##

01# 1# # Ω 0#

3 3#2 S(t)

# Ω # / 3 / 01

M * # / 0# &# #2 ##, %#N # #

# 2# 1 / # * Ω M

1# # / 0# &# #2 N

/ # ,# # tA M #

# εAN 2 & 3# # #&1* M 3

#2 # >N 1# ## 3= ##

# 2 t ≤ tA t ∈ [0, tA] : η = 1 t > tA

31## 0 3 1#2 η # / 1 %&2

## ### 1#2 * M#3N Wi ## 3#

0 ##2 η

dWi =(

dWiΩ∗

dΩ∗ dΩ∗)

t≤tA

+(

dWiΩ∗

dΩ∗ dΩ∗)

t>tA

+(

dWiS

dSdS

)t≤tA

+(

dWiS

dSdS

)t>tA

MN

dWi =(

dWiΩ∗

dΩ∗ dΩ∗)

η=1

+(

dWiΩ∗

dΩ∗ dΩ∗)

η>1

+(

dWiS

dSdS

)η=1

+(

dWiS

dSdS

)η>1

MKN

# MP!IN # 02# MKN &2 ### 1#2 #!

#

dWplas =(

dWplasΩ∗

dΩ∗ dΩ∗)

η=1

+(

dWplasΩ∗

dΩ∗ dΩ∗)

η>1

+(

dWplasS

dSdS

)η=1

+(

dWplasS

dSdS

)η>1

MPN

PH

! "

dWendo =(

dWendoΩ∗

dΩ∗ dΩ∗)

η=1

+(

dWendoΩ∗

dΩ∗ dΩ∗)

η>1

+(

dWendoS

dSdS

)η=1

+(

dWendoS

dSdS

)η>1

M N

dWS =(

dWSΩ∗

dΩ∗ dΩ∗)

η=1

+(

dWSΩ∗

dΩ∗ dΩ∗)

η>1

+(

dWSS

dSdS

)η=1

+(

dWSS

dSdS

)η>1

MIN

&&* 01# dWS M #N 2 #!

# S Ω M&# ## 0 N $ # η

dWSΩ∗/dΩ∗ = 0 ) S # Ω∗ 3# 0&&* #*

,## # ##8# 2 01# #8# 0!

1 ## S 1#1 ## Ω∗ 2 2 #

η 0 0 01# # M# 31#N $ #

1# ## #8# 1 (dWiS/dS)∀η ≈ 0 8

# 0 # &&* 1 3 2 η = 1

(dWSS/dS)η=1 = 0

" 2# 1 MP!IN ##8 3# &&* 0

## # Ω M 2 S << Ω∗N 8

dWplas =(

dWplasΩ∗

dΩ∗ dΩ∗)

η=1

+(

dWplasΩ∗

dΩ∗ dΩ∗)

η>1

MJN

dWendo =(

dWendoΩ∗

dΩ∗ dΩ∗)

η=1

+(

dWendoΩ∗

dΩ∗ dΩ∗)

η>1

MJHN

dWS =(

dWSS

dSdS

)η>1

MJN

− " (dWplasΩ∗/dΩ∗)η=1

(dWendoΩ∗/dΩ∗)η=1 1# ##

## # # Ω #8# 1 &

3# &1* Mη = 1N % 1# ## # # &#

#2 ##, %# 0### # 01

#:

− " (dWSS/dS)η>1 01# # ## 1#

# # 3 S # % 1# # #

&# #2 0### # 1# 2

/ ###

− " (dWplasΩ∗/dΩ∗)η>1

(dWendoΩ∗/dΩ∗)η>1 1# ##

## # Ω∗ M## # ΩN 31###

P

' ( $ η

# / 1 M&1# & 3#N %

#3 / 01# ## ## Ω∗ ## / 0=1

3 ' 3# 1# 3

###

8# 1# 0=1 (dWiΩ∗/dΩ∗)η>1

#(dWplasΩ∗/dΩ∗)

η>1+(dWendoΩ∗/dΩ∗)η>1 % #* # # 0,#

0 * ##2 εS 2 η # 1 / # 2 3

/ 01# # dWS / < ## #!

# S " tA tS M# εA εSN * 0=1

0#### * η # $ # 8

# 3# * η

t ∈ [0, tA] η = 1 )### 1#2 #8# 1!

# Ω∗ %& 3# &1*

#2 #2 ##, %#

t ∈ [tA, tS ] η > 1 )### 1#2 #8# 1!

# Ω∗ %& 3# #&1*

=1 # 3

#2 ##, %#

t > tS η > 1 )### 1#2 # # S

%& 3# #&1* %# 3

#2

& &## 0 # Ω

J "# 0# &#2 * 31###

PJ

! "

"0#< # 0# * 31### M81 JN 20

8# F0=1F & / 0# * εA Mη #

# / 1N # 0#### / 0# * εS ' 3# # η(εref )

# 8# # 0##8

## 31### 0#### # " * ,##

0 0 # Ω 3 ###

! 5() Ω !) 1!( )!

JK &## 0 # 3 ###

" #2 ##, %# M #2 )# ## /

#2 ;1# N # 01#

## #8# # 1 / 0# 0 # 0 #2

01 #:

) 0 1 #: 2 # &1* Mη = 1N

20/ 0## 0 1 0 #8 " (

dWiΩ∗dΩ∗ dΩ∗

)η=1

# MJN MJHN / 01# #8# 01

#: #

3# 01 # Ω #8

1 > ## " & 3# #

#&1* 20/ 0## 0 8 ) 3!

# 01 & 31### 2 η > 1 "01#

PL

' ( $ η

#8# 01 2 ## Ω∗ 2# ##

#2 M# 1# 3 N (dWiΩ∗

dΩ∗ dΩ∗)

η>1 # MJN MJHN

' 3# #2 η > 1 2 #

01# ## # 3 S(t) MJN

! 5() Ω !* 1!( )!

%# # 2 # Ω∗ # 3 ### M81 JPN

JP &## 0 # 3 ###

&2 ### 1#2 M#8# 1 N

,# # MJ!JN 3# η η > 1 Ω∗ #

3 1#2 ,# 8 #* 2 # 01#

## # 3 S(t)

) # MJ!JN ##8

dWplas =(

dWplasΩ∗

dΩ∗ dΩ∗)

η>1

MJJN

dWendo =(

dWendoΩ∗

dΩ∗ dΩ∗)

η>1

MJLN

dWS =(

dWSS

dSdS

)η>1

MJN

P

! "

) ## # Ω # F#F 1#2

(

dWiΩ∗dΩ∗ dΩ∗

)η=1 " # ## *

3# 01 Mη > 1 / t0N #E 1# 0=1(dWiΩ∗

dΩ∗ dΩ∗)

η>12# ## "01# ## # ##!

#3# / ##

& '()%

' ,# ### 2# #2 # #

&* # / # 31### %!# * / ###

# 0 3 3# # 0#

1# 3 # $ 1 2 3 1#2 M

3#N 1## F##8F FF 3#

# 0## ## # FF &

0# ##2 #

) #* # # 31### η 8# 3

0 3# ε / 3# ## 3 εref %

* 8# #* 31### η > 1 ' 3# #

#* # 2 # # Ω ### #

### 1#2 M## #2 N " # 31###

## # 1#2 &&* 0 ## #

# # Ω∗ # S 8 # 2

1# ## S #8# 1 1#1

Ω∗ & # &&*

8# 01# 0=1 3 # 0# # &

31### , * # 0=1 0####

εA εS #

" * 31### 3# ## 3# #2 3

2# # 0 31### 20/ # "0## # η

# &#2 # ## # 0# " ##1&#

M%&# $N 0,# 0 # 0# &#2 # !#2

# 0,# #2 3# ## # 3# &#2

ε∞ / 0#8# # #2 M%&# $$N " &#

0# # 0,# 0 # 0#

&# $$$ # #2 2# # # *

# # 0#

PK

QHR ; B$ & & 3# & !

#2 # 0#1 #2 3 $ 3 !)

,7- . "

QR ) - %$ C!C B' J) )3# #1 !# #

& 3#1 3 & @: <0!0

0 !B 6 ,7- 2 "

QJR ( %4 )''"$ ,# &#2 # 0#1

!$ * C 30 $ $ >0 +B ,7-

2 "

QLR # (J ! ' A. . $ "

QR #, #2 ! # # % *D 0 %*

QKR B$49 B& 3 ## 7 )0 A;5 +: !

QPR B($ ; " %4^B"$ &* 0# #

0#1 3# ! # %0 < ( ' 4 4 "

Q R 4 "'%4 ( %4 $'O # ##2 #2

&* # " %&+# 0 # # 0#1

0## 0 (6$ < < &" " " "

QIR 4) .'$ #2 31# =

QHR C!. ".") #2 31# # 5 (

( "

'# !"

( # $

% &# # / & ## / 0&

* 31### # &1

)#: &#2 #2 0 )

& #!& 3# # #1 0### #

## )? #

) ( $

#

,*- - #

02

& $ 02

& . 5"-

* ., / 0). 12

- -

- +

$ 1+

. 012 11

6)/

' - -

- 3 4 12 5+

& ()*%

" ## 0 #2 # 3# ## , & ##

0 0& 20# 3# ## # 01

0& #2 0 0& 20# # 0## 8 /

# U &###3 0& #2 ##

< &# H 1 # # / 0&

#2 M#N / 2

M# 01N " 3# / # # 0 /

# M 3= 1#2 # U N 2

!# #G 3 " 3# *

: / # 3# 2# 3# &* !

## # 0=1 2 0 :

#1# 3 # #2 ## 2

#2 / ## &

%# 8# 2 M3 3N ##

# / &1 M , $ 2 0 &#

# 81 JHN % ### # / 3# 1 0

2 εref 2# # &1 #2 / 0 8#

2 " #2 0 # #

01 31### < ## / 0#

# # & η 8# , 1& η =¯[ε

εref

]

ηij = εij

εref ijM ##8 1 3 &# η = ε

εrefN V ε

0 3# εref &1 #2 / 0 ##

JH 6 8# 2 ## $

) && & #2 # #

0# 31### " 3# η # # &

3# , ε 3 1#2 M 3#N

### #2 ## # # εref " * 3!

H

) ( $

1### # 0 & #!& 2#

# & 3# # / & M## 01

#N / & #2 M## N )#: &#2 #2

0 ) & #!& !

## 3# η = εεref

,## %!# 0 #

# V #2 # # !##

# ;# &# 2 ### :

& #!& # 2 !# # #5

# ## # ##

*)+ +

)#: &#2 #1 8 # * 31### !

η " && # & #

/ # #2 0 E 3 # 1#2

3# " & &## E 0#1T# 0#3!

# # # 0# # M#N 0

# #1 2 3 / 0&

-/

" 8# # 0&# # 0!

# & 0* / 20# 01#

### 1#2 0 : 8 #

#1# M1 8 3#N #1 # 3 / ##

/ 1# !# .# 2 1# #1 # # >#

/ 0& # 0 ### 1# U

* ; &###3 ) #5 #

# / ## &#2 & F F QR 8#

QJR % & 0#< 3## #1 0 #20#

0 # 3#* # M1 8 3# N " !

## 3 ### 3# ## 0 # 3# #

8# #1 " & 3# # MF FN 2 /

1 3 & #

#2 3# # 3= ### : / &2

I #1 # φI / 3#* 3# M #1 ##3

1#3 20 # / 0,# / 0## 3#N #

# # 3# # ## 3# 3

8# #2 M# MJHNN "0#!A 3# # φ ## ##

*

3#* # ) 0 3# # 01# # MJN "0#

3#* ## 1+ / 02# 0# φ(x, t) 2# #

MJJN

φ(x) =∑

I

φINI(x) MJHN

φI = minxc∈Ωc‖x − xc‖ − rc MJN

V Ωc # / 3# xc rc #

3#

φt + V ‖∇φ‖ = 0

φ(x, 0) donnee MJJN

V V (x, t) # 0#3 # x # ## ,!

# / 0#3

) 0# O!; M, ;## &N #&# /

0,## & #2 8# ) 3# 3 # !

### 3# / 3#* ## #

&#2 # ## 0# QLR "0,## 0#

3 1#2 MJLN ) ,# 1 # ## aJ #

3#* M81 JN " 3# F # <

&## #3 #, &#2 * ) 0

3# 3# # φ(x) < ## MJN

Uh(x) =∑

I

UINI(x) +∑J

aJNJ(x)F (x) MJLN

V I 0 #1 J 0 , #3 / ##!

#

F (x) =

∣∣∣∣∣∑

I

φINI(x)

∣∣∣∣∣ MJN

" & O!; 8 0#&# 8#

### # 0 # # # # #1 A

8 ##1 3#* # 0!/!# # 3#

QR 8 0# ,## 1#2 "0###

& < #1 0 , M

< * U 20 & 8# #2N

J

) ( $

J # # 3 # O!; QHR

# ! -1/

" 3# & 8# & 0

# #1# , ## # / ### 1# /

### 3# 2# # & ,

& ## ) 8# # 0,#

&& 3# # # 1

0## : #2 & 8#

&!& 8 #1 E 0 #2 1 0##

1 8, / 1 2 ) # 0 #1 h 1 ##2

1 2 0 0 # 2 h # "

&!& 3# 3 / &

## &! 8# 1# E 0

2# # / 3# # 1 0## #

## &! # E #1 1#

"0 E 1 # p

%0 2# ### 0 3# 01# 1 E

0##

" &! 0### 0 1 # "

1# 3# / 0### 3# 3 &#&#2

# / 0# E "1 ) 0 ###

3# 3 &#&#2 8# # MJKN ) # 3#

N1 N2 3# 3 , ##2 / ##

& #2 8# " 3# Ni #1 2 /

3# 3 # " 3# 3 ,

0 ## # 2 3# 3

# 0#&# & / 0## 0

L

*

N1(ξ) =1 − ξ

2N2(ξ) =

1 + ξ

2Ni(ξ) = φi−1(ξ) i = 3, 4, . . . , p + 1 MJKN

V φi 8# / # E Pi "1

φi(ξ) =

√2i − 1

2

∫ ξ

−1Pi−1(t)dt avec

P0(x) = 1

Pn(x) = 12nn!

dn

dxn

[(x2 − 1)n

], n = 1, 2, 3, . . .

" F&#&#2F ## 0 3# 3 1 p #

, 1 #3# p− 1, p− 2, . . . , 1 ! " &

## / 0## 0 # MJPN ) ,# #

, 3# N1 N2 q1 q2 ,

q3, . . . , qp+1 # E # 3#

3 # #3

Uh =p+1∑j=1

Nj(ξ)qj MJPN

"0# ! ### # / 0## 3# 3

# 3# 3 E 3D 2#* 3#

3# 3 3 ## " # 1# 0 2D

3D M 21# #1# &,#2 N <

3 Q R

3# &! 0* # 1 # 2

& #2 8# QPR ) +& ## #

" #1 # : 0 2# # 0* # /

## M0### 0 # #N #

3 QIR QHR # 0# 2# # < / #

#1 : 0### 0 1 # # # ,!

# # #* , 3#* # # 0##

#1 M#1 3# & QHHRN 2 #1

3# # )0 # U # 0 Tcomp #

# # Tsolv # / # ## * 02#

1 2 # / & #2 8# Tcomp Tsolv

< 1 # # #

# %0 2# 0 1 # # #

&! &#2 * QIR

"0## &! / ## 0 2 3 <

# QHR QPR $ # #1 0,# #

) ( $

/ 0### 0 #1 1# #

& 0* # ## #A# ## 3# 2# #

#

# + 2*

"2 #2 0 # 3 &*

0& #3# M #N ## #2

#2 ##, %# #1 ## " ## / !

& #2 ##, 41* M4N 8 #

# #2 0 # 0#3 4

# ## #2 &1* 2# ## &1* M81 JJN %

## # &#2 &1#

0 # 01# # # , # !

# 0 / # #

#

JJ #3 #2 ##, 41*

" & 4 < # $ 0

# 0,# &* ##2 # & # 8

8# ( 6# #3 M(N # $ 01# # #

## &1* 2# %#!# < 1# 2 ( # #

1 ##2 / ( 20# # , < ### 2 #

# # 0,## # 1 !# #!

% # # #2 ## &1*

2# / # ( " # #: #!*

K

*

) 5# 9(& &)! " )!1 :9;

" #* # / 8# # #3 M(N %#!#

&#2 5 0&1# 8 #1

F8*F 2# $ / 1 , ,

&1* # # ##2 #2 1#2 # $

# #3 # 2# # 22

0 * 2 8## ( 0 # ##

#, # 2 0# ## %0 2# ##

1#2 #2 ( 3# 1 #* ##2

), &&* 0# / 8## ( " #* #

/ # # & " # #T(T M81 JLN #

# < 8# #1Z # MJ N # #: &

##2 * # < #3# " &&* 2 #2

##, # < #2 / 0& ( " #!

# < # # # &1#2 &# " # (

8# # 3 # # 1 # 1

#2 # , #: &

d < l <

L

Lw

MJ N

V d 1 ##2 &1# M1 N l 1

##2 ( L ## ##2 0!/!# 0&

#2 Lw 1 0 ###

JL &## #: &

P

) ( $

!) "!! 7,8

" ## # 1 #: & * !

0## ( / # #2 2# # # )

# 1 #2 #

/ #1# 1

" # # !!) # & , 3#

#2 # 0 #2 : (

0 # 01# # (σ, u) # / #

0 3# #2 * #2

( 2# 0# #* #

7 2## divσ = 0

7 #

7 ## ##

" ,# * # 3# 20# 0 1 *

8# $ : # 0 0 ## ##2 #!

* ##2 #2 ( ) 8## ## , ##

0* , : # ## ## ( 1

# ### #2 _ B# &&* 1 ## 8

/ 2# ## 3# M## )##&N

# M## N &1* ## !

### # 2 # " 81 J &# #: ##

, ##

%# &1*

td = σ0 · n)3# &1*

ud = ε0 · x%## ##!

# σ(M) = σ(N)

u = E · x + v v

##2

J %## ##

" # * QHJR # / ## # 1 #!

%!# 0# 3 1#2 MJIN MJHN 20 ,#

# 3# ) ,# ¯A(x) ¯B(x) 0 L

*

## 3# # #

ε(x) = ¯A(x) : E MJIN

σ(x) = ¯B(x) : Σ MJHN

V E Σ # 3# # #2 ε σ

# &1 ##2

# #2 20# 01# # #

< # %!# # 0### &* -

M&* # #1 / #1 3N

4# QHJR ## , ## 2 & #

# < 1 / # #2 ' # ### #

3# 3# #2 % # ,##

,# MJHHN MJHN # 5#& )!)

0 # 01# & #2 ##2

E =⟨ ¯ε(x)

⟩V

MJHHN

Σ = 〈σ〉V MJHN

V 〈x〉V = 1V

∫V xdx / x V

" # 1 # &1# <

# , & 3# #2 / 2 (

# # 1 MJIN # # ##!

8 # # #2 &1# MJHN % &

& " &! " & (! # 2 / # / # 3# !

#2 &1# / # # # #2 #

&# ##2 M### # MJHN MJHHNN #*

/ &2 3# 2 ### ,2 ( # #

# #2 M# 3# N # #2

0V # ,# % , & &#2

1 0# / # #2 , 1 #2 %

# 3# ,# ## ## ¯A(x) ¯B(x)

## # !##

I

) ( $

&)!) )( !!)

" ¯A(x) ¯B(x) 1# # !

#3 &1# ## 2 ##2 #2 #: #!

$ # #8 # MJHJN MJHLN %!# 0##

## #2 , # ## ## 0 ##8#

# 0&1##

⟨¯A(x)

⟩V

= ¯I MJHJN

⟨¯B(x)

⟩V

= ¯I MJHLN

! #: 3# #2 ##2 #

# ## ## " # &

< 3 QHJR QHLR S2 , ## ' #*

1# & & ) " & (#1

, 3 0&&* ##8# 2 & 3# ##2 /

( M# ε = EN " ## # #

## 0 L % & # 3# &1

# , " & (#1

M& # 1N 8 3# 0

3# # ## # "0# QHR

3# &# F 4&# &#?F ##

## # 3# # #3# , 5# 0##

&1#

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& # !)!'( % & #1# , 0&

QHKR & # &1# ¯

Sesh 0 ##

&1* # 0 ## Ω 1 ## &1* #8# " #

Ω * < # #2 2 ## 0 # 3#

#2 " # 0,# ¯

Sesh < 3

QHPR # ## ; &# 0&

& # 0## 2# 0## # !& #!

B? QH R ) & 0## 2# 0&1# 3#!# #

#Z #1## #: ## # " & #* 2

/ # # n ## #1## Li ## #1## Lm

" # 0## # # #, # ' #

#: & 3 QHLR

' & ## 5# &1!

# 5#& )!) " '( 4##2 & 3

I

*

## #2 0&&* ###

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# 0,## 2 ## A 1#* %

### 1#2 01 0 &&* ### & #

3# " # / ## #:

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) # )))! ### #

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QIR !## 0 # &1* #

0## 5 " 3 QJR QJHR

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& FB3# ;# #F # 3# #

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## : # , &* ##2 0### 0#G "

0 # &1# 0### &

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* # * &1#2 / 0&

#2 # ##2 "0#3 #

,# #2 # # / 3# #2 / #

# &* / & #3# ' ,#

3 1#2 # MJHN 0 && / #

# # &1* 2# / # # # #2

#: # # " 3# 0# / #

#!

Σ = ¯Lhom : E MJHN

V ¯Lhom # # &1* 2#

IH

) ( $

" # # MJHKN V ¯L(x)

# / ### 1 # ##

Mε(x) = ¯A(x) : EN 0&1## MΣ = 〈σ(x)〉V N # #* # MJHKN # MJHPN "0### #

## # # / # # 3# #2

MJH N "0,# # # &1* 2# #

MJHIN

σ(x) = ¯L(x) : ε(x) MJHKN

Σ =⟨

¯L(x) : ε(x)⟩

VMJHPN

Σ =⟨

¯L(x) : ¯A(x)⟩

V: E MJH N

¯Lhom =⟨

¯L(x) : ¯A(x)⟩

VMJHIN

"0#< & 3# # #2 3#

# 8# % & # / ##

0 #2 &1# # #

#* # # # 3# 3 # M1

#3 8T# 0 #N

" * & ) 0###

# #! # # ## / 0&

&1# 3# 1 # ##

# 3# &2 ! "0#1# #

# 0# # 8 0###

# 0&1## / # #2 % &

M81 JKN 3# M& #N 1 < #

/ # 0 # #2 M& N ' &

& #!& #20 ## # 0,# #

#2 1+ / # #!& : 0 ##

/ & #3# # 1 / & #

" & ;2 QJKR 3# ## 0& #1

0### 0 ### 8# # #3

#1 # # 0& #2 " #2

0 8# # # #3 ##2 "

## & & 8# ##2 #

I

*

/ 0 8# (4 & ##

8# " #* 0& #2 #1 #

2 ## # &2 # 0#1# *

8# # / ## # #3 & <

&# # " # 0 3# / 0&

#2 ) 0 # 01# # # -

0V ,# " *1 ## # / 0&

##2 #1 ( " # * 8#

* & # ;# # #2

# - # # M# 0&1##N

" 8## < * ;2 0# # ! ##

#20 * 8# #2 3# / # *

8# ##2 2 0& #2 # K # 0#!

1# 2 ##2 ##2 k U 2# / K ×k

## " * ;2 3# #

* < * 1 # #

2 # 2# %0 2# 1 # #

# # & &# #2 8

# # # 1# M8 #!

##N 2 #2 M# / 1 #

#N # # & &#2 *

QJPR # ## & , &#2 * 0

5 #1 : 20# #

0# )T% U M1 #1 0 #

N ' # # U # / / 0& ##2 2

# 02# 02## 0 #8 (

## 0& #1 0* , / 2 0& 2

# 1 1#1 &2 & ,

# 0 #2 0### #2

% & # 3= #3# 0&1#

& 3# 0 3#

' &## & 0& 2 #1

81 JK

IJ

) ( $

JK & 2 ! & #1

) ,* - (, ./

" # # # 3# ##

3# 2 # # # #2

2 # # # 0## ## ;

## 1#2 8 &

#: &#2 #2 # #

##2 * #2 # /

## #!& % # #:

& ## ## 0 U ?1 &###3

% & ### # / 0 #, &1* # #

# 2 0## F##2F

# 1 && %0 2# #

&& / #2 & / ##,

## 3!# % & #

## ## &1* / ## 3 #

# 0#3# & , * ## # # ,#

&#2 * #!& 31### εεref

" & B; , )? QJ JJR $ 3# !

1# 0# # ## # !## "

#8# & # 0# 0 ### #2 3!

IL

+*$ ) , -+ ./

# M# #N #2 #* 3#

&#2 #2 & , 3# #

# #3 V n ! Vr / 0## 2 &

#3 0 & ! / !

# &1* ( "0& B; # & , , 1 #2

1+ , # ## MJN MJHN ) ,# εr σr #1

#2 3# # ##2 ! Vr

) < ¯Ar ¯Br #2 #2 ## #!

3# # ! Vr " ¯Drs ¯Frs

0 L 0#G ¯Drs M# ¯FrsN 0#G

0 3# M# 0 #N 0#1# ##2 M#2 &!

#2N ! Vs & 3# M# #N

! Vr

εr = ¯Ar : E +n∑

s=1

¯Drs :(εps + εth

s

)MJN

σr = ¯Br : Σ −n∑

s=1

¯Frs : ¯Ls :(εps + εth

s

)MJHN

) 3= #2 ## ¯Ar ¯Br #

0&1## ##2 ,## 1& JJ "

0#G ¯Drs ¯Frs 3# 2 / # #2 % #

# 1#2 # # / 3!

# #2 ## &2 ! # 02## (

&1 ,# # # # 0#G ¯Drs #

# 6 × n #2 6

3# #2 n ! # (

# # 0#G ¯Drs ¯Frs <

# MJN

¯Frs = ¯Lr

[δrs : ¯I − cs

¯Ar : ¯Bts − ¯Drs

]: ¯L−1

s MJN

V ¯Lr # ! Vr δ #1 9?

cs = VsV 3# #2 ! 2#

" 0#G # #8 # MJJN / MJ N " #

# < , )? QJJR #8

0,# 5# $ < 1 #2

## 0 ## # #2 2 ! QJJR

I

) ( $

∑r

cr¯Drs = 0 MJJN

∑r

cr¯Frs = 0 MJLN

∑r

¯Dsr = ¯I − ¯As MJN

∑r

¯Fsr = ¯I − ¯Bs MJKN

∑r

¯Dsr : ¯L−1r = 0 MJPN

∑r

¯Fsr : ¯Lr = 0 MJ N

" # ## 8# ,# MJN MJHN 3 ##

# ## 0#G % !

* ## # # #2 ! #

0#G 01 , # 0* # #:!

%# < * # ## / 3# 3= #2

( # , ! # * ,# !

& B; < 3 QHLR %!# & 3#

# 1# 8 0# ## ##

0#G # 1 ## # /

## # ### 3# # # :

0 ## # #2 " # # #* 1

# MJIN # 3 2# MJJN

σ = ¯L∗ : (ε − εin) ou εin = εp + εth MJIN

V ¯L∗ # FF : 01

εin 3# ##2

σ = ¯L0 : (ε − εin − εgl) MJJN

V ¯L0 ### # εgl 3# # 1#

" 3# # ## 8# ## # ## &

B; < # 20 3# ##2 M# MJJHN MJJNN ##

## 0#G 0 / : 20 3# ##

IK

$

0 # % & < #2 / ( 1

! B3# 2 & 3# 20

& : 3# # 1# 0 / 3#

# #20 3# ## # # #: # #

& #, # / # #2 QHL JLR 1#2

QJ R

εr = ¯Ar : E +n∑

s=1

¯Drs :(εins + εgl

s

)MJJHN

σr = ¯Br : Σ −n∑

s=1

¯Frs : ¯L0s :

(εins + εgl

s

)MJJN

+ +

+

' & #!& & #1 0### & B;

# 8 / # #2 ### &

3# # ## 0 3# 2 %

& ## # &1 * 31###

#!& ,# 3 η = εεref

# 0 # 8# & # * "0&

#2 3 3 / # 2 0& M#2N

# / 3# % & 0 # # V

2 #2 # 0 #2

#

!

" #* & # / #8 # & / !

# # #3 " ( 0 / 2 3

## 5 1 8 0# 0#G !

3# ## # MJJJN

0&1## ##2 ) ## 20 mm #1

2# *1 0 3# #* 4 mm % #

N ! 2 & # 3#

# &1* % 1 : #* / 1 # F&#2F

&* # 2 &#

IP

) ( $

d(perforation)

4mm<

l(V ER)

20mm<

L(structure)

≈ 5mMJJJN

" & # #1 #: & !

#2 #2 &2 t # 0# 3#

#2 E # !!) ## 8 &1 #

#3 3# / 0& # 0#1#

# 0# ### # ;#!

# #2 1+ / *1 5#& )!)

%#!# 8# / # &1 #2 #2

( ) 0&&* 0&1# & , & !

0,# # 0&1## #* #

Σ = 〈σ〉 =∑

r

crσr MJJLN

& #2 #2 2 3

# / # 2# / 0& #2 % &

&# 81 JP

JP ## & #!&

I

$

+ -./

" & #!& #! 0 # !

# #2 ) # ## )? 0

/ #2 #!# ##2 3# ##2

## ¯A ¯B / " ## # #2

0&1## ##2 # 0

* #2 / &1 #

### & # 3# 0##

## , ## " 3# / 0### 1 !

3# # 02# )T"% ( #,

# 8!# ### QH HLR " 3# #

##2 #, 2# M 0 1MPa 0W1N

# # 8 F#F M #G ##2 0

##N " 81 J 1# ###

! # #3 ## M5 1 &#

$N

x

y

z

J ( # #3

) 0## ## #

& #!& # & # #* #

0 3# #2 E && / # #2

Σ 1+ , # 1 ! 3#

εs 0 & ! 1+ / # ##

MJJN # 3# " # σs # / 0# #

MJJKN $ 01# # #2 # 4? " #

II

) ( $

#2 Σ # # ## # 0&1## MJJPN

,# #

εs = ¯As : E MJJN

σs = ¯Ls : εs MJJKN

V ¯Ls # #1## ! s

Σ =∑

s

csσs MJJPN

V cs = VsV

" # #3 0 2 3 ## # /

3# #2 ## y M $N " #

3# ,# 81 JI #: # 3 &#

" # # 3# #

3# " & #!& ###

#&1* #: & 1 3 &#

0 1 2 3 4 5 6 7 8 9 100

1

2

3

4

5

6

x 10−3

Distance p/r au centre de la perforation [mm]

Déf

orm

atio

n [.]

Déformation macroscopiqueDéformation locale

0 1 2 3 4 5 6 7 8 9 100

50

100

150

200

250

300

350

400

450

500

550

Distance p/r au centre de la perforation [mm]

Con

trai

nte

[MP

a]

Contrainte macroscopiqueContrainte locale

JI )3# # # & #!&

% & # #* * 31###

η 2 ηi = εiεref

" 3# 3 εref 1 / 3#

#2 E (E22) " #: # &#

& #!& / &# M81 JHMaNN "0 ,#

0 5% 2 ( 5

2 0& #!& # < / &#

"0#< 0& #!& 20 0 ,

* η 2 2 # &1 # " 0 &1 ## M $$N

H

$

# / # 0, 81 JHMbN %#!# # # 20 ###

# * 0 3#!# 2 1.7 20# # 3

#

0 1 2 3 4 5 6 7 8 9 100

0.5

1

1.5

2

2.5

3

3.5

Distance par rapport au centre de la perforation [mm]

Coe

ffici

ent d

e co

ncen

trat

ion

des

defo

rmat

ions

[.]

ThéorieHomogénéisation

#! $

0 2 4 6 8 10 120

0.5

1

1.5

2

2.5

Distance par rapport au centre de la perforation [mm]C

oeffi

cien

t de

conc

entr

atio

n de

s de

form

atio

ns [.

]

#! $$

JH * 31### εεref

## # & #!&

# #2

" 81 JHH 0# * η = εεref

## &1 "

2 #2 * #!& 31###

0 &1 #2 #8 2 # #2

31### * 1#2 & #!&

# # #: # # 20/ :

* η 0,# 3# εs = As : E 5# As

### 1# ( #2 #

M 0W1 E 5# # νN

0 1 2 3 4 5 6 7 8 9 100

0.5

1

1.5

2

2.5

3

3.5

Distance par rapport au centre de la perforation [mm]

Coe

ffici

ent d

e co

ncen

trat

ion

des

defo

rmat

ions

[.]

ThéorieE=1.E−03E=2.E−03E=3.E−03

JHH 6# * η 0 &1 #

HH

) ( $

" , # M81 JH(a)N 0* < * &

, ## &# "0& ##

#8 * 1#2 31### # #2 )

# # 2 & 1 0#

* η 0 2 3 ) ### &1*

3# # 0 2 " *

η 1 / 1 2 0 # # # M81 JH(b)N

0 1 2 3 4 5 6 7 8 9 100

0.5

1

1.5

2

2.5

3

3.5

Distance par rapport au centre de la perforation [mm]

Coe

ffici

ent d

e co

ncen

trat

ion

des

defo

rmat

ions

[.]

ThéorieAluminiumAcier

(

0 1 2 3 4 5 6 7 8 9 100

0.5

1

1.5

2

2.5

3

3.5

Distance par rapport au centre de la perforation [mm]

Coe

ffici

ent d

e co

ncen

trat

ion

des

defo

rmat

ions

[.]

Eprouvette perforéeEprouvette non perforée

(

JH ( # / &1 #

3&,

% < # #: !

### # #3 ) # #

0#G * # ( # 1 !

0& #!& * η

)=() ! ! ( 9 72>8

)0* 1& JLH ( &## 1 20 mm 3#

#* 4 mm " &#, ## 3 #1 ##

## #2 # # #

0#1# d << l Md #* 3# l 1 ##2

(N #1# # # &# # A #5#

0# / # 2 d < # # l

8 # 0#G d/l * #!& !

# #1 # #* 3# 4 mm #

H

$

1 1# 1 ( S ( 1 10 20 40 #

80 mm # 2# # / d/l 2/5 1/5 1/10 1/20 #!

" #1 # 2 &2 ( # #3# # <

F##2F # # # M81 JHJN %# ### 0#G

#1 0 ## 0## d/l %

##2 3# # ##2 #2 2#

# : ) 1 ! 5 # &#

#* / ## 5 0# &*

# 3# " 2 #1 81 J

##2 JH

"1 ( [mm] d/l 0

10 2/5 143 256

20 1/5 219 408

40 1/10 281 532

80 1/20 343 656

& JH %##2 #1 #

" ### ( # 20 mm 40 mm M81 JHLN 1

( 1 ## M80 mmN ) / # 20 mm ##

5 # # ( 2 0# 20!

/ 0 # 8 mm / # 3# # η 1 $

0 #G 3# ( # 10 mm

* &#2 &# H M81 JHLMaNN η

1 3= " # & # / 0### &

0&1## 0 #8 ( # 10 mm " 3#

## # / 2

"01# # ( * / # 2#

&# # & # & #!& #

$ # 2 3# # # #!/!# #

#3 " &#, 0 ( 20 mm # 2 /

0# ### 3# * η

HJ

) ( $

x

y

z

./

10 mm

x

y

z

./ 20 mm

x

y

z

./ 40 mm

x

y

z

./ 80 mm

JHJ #1 #: (

HL

$

0 1 2 3 4 5 6 7 8 9 100

0.5

1

1.5

2

2.5

3

3.5

Distance p/r au centre de la perforation [mm]

Coe

ffici

ent d

e co

ncen

trat

ion

des

defo

rmat

ions

[.]

TheorieHomogeneisation

./ 10 mm

0 1 2 3 4 5 6 7 8 9 100

0.5

1

1.5

2

2.5

3

3.5

Distance p/r au centre de la perforation [mm]

Coe

ffici

ent d

e co

ncen

trat

ion

des

defo

rmat

ions

[.]

TheorieHomogeneisation

./ 20 mm

0 1 2 3 4 5 6 7 8 9 100

0.5

1

1.5

2

2.5

3

3.5

Distance p/r au centre de la perforation [mm]

Coe

ffici

ent d

e co

ncen

trat

ion

des

defo

rmat

ions

[.]

TheorieHomogeneisation

./ 40 mm

0 1 2 3 4 5 6 7 8 9 100

0.5

1

1.5

2

2.5

3

3.5

Distance p/r au centre de la perforation [mm]

Coe

ffici

ent d

e co

ncen

trat

ion

des

defo

rmat

ions

[.]

TheorieHomogeneisation

./ 80 mm

JHL & #!& &# #: #

(

)=() ( )& (*(&

"0 # 0# 1 !

# )0* 1& &#, 0 ( 1 20 mm

3# #* 4 mm 0# #3# )#: #1

( 1 20 mm # 8 # 0#G !

0# & , " #: #1 ## 81 JH

#1 ( 1 < # 8 # ( 3 1# " #1

5 1 &# " ##2 #1

J

" & 3# & ! ' 5#

# 3# # #: # F3F &#

3# 1 # 3# 3 " 81 JHK

5# #: #1 %,!# / &#

H

) ( $

./ 1

x

y

z

./ 2

./ 3

JH )#: #1 ( 1 20 mm

\ ( 0

1 239 436

2 149 272

3 83 144

& J %##2 #1 # M( 20 mmN

" 1 01# ! !

( 1 2 / * ### "0### #1 ( 3 1*

# % ## 0#1 3# # 0,!

#2 3# 2 0#1 3# # 0&1# &

3# # " #1 JHK 0#G G1 #!/!

# 1 ! # # # 2 #

,< 2 ! 0 3# 0 #

# # # 3# 3#

HK

0 $ ./

0 1 2 3 4 5 6 7 8 9 100

0.5

1

1.5

2

2.5

3

3.5

Distance p/r au centre de la perforation [mm]

Coe

ffici

ent d

e co

ncen

trat

ion

des

défo

rmat

ions

[.]

ThéorieVER 1VER 2VER 3

JHK %# & #!& &#

#: #1 ( 1 20 mm

& + +

+ ./

" !## #2 ## & #!

& 1+ / # , # ##

## # / # $ 01# 3# #2

%!# # ## MJJ N MJJIN " #

3# #2 # # $

# 0 & # %#!#

81 JHP # ##8# 2# ¯ ¯ ##2 !

# 0 2 0 4 #

εs = As : E +n∑

r=1

Dsr : εpr MJJ N

σs = Bs : Σ −n∑

r=1

Fsr : Lr : εpr MJJIN

HP

) ( $

)## As Dsr

( ### εps(tini) = 0 ps(tini) = 0

%&1 ( 3# E(t)

"##

εs(t) = As : E(t) +∑n

r=1 Dsr : εpr(t)

σs(t) = Ls : εes(t) εe

s(t) = εs(t) − εps(t)

# #* ##

fs(σs, R, t) = Js(σs, t) − Rs(ps, t)

Js(σs, t) =√

32 tr((ss(t))2) V ss(t) = σs(t) − 1

3 tr(σs(t))

R(ps(t)) = σy + B(ps(t))n

6# # 3# εs(t)

εs = As : E +∑N

r=1 Dsr : Lp−1r : Lr : εr

6# # 3# #2 εps(t)

hs(t) = hp, s(t) + ns(t) : Ls : ns(t)

hp, s(t) = 0 # fs(σs, R, t) < 0 hp, s(t) = R′(ps, t) # fs(σs, R, t) = 0

εps(t) = 1

hs(t)(ns(t) ⊗ ns(t)) : Ls : εs(t) V ns(t) = 3

2ss(t)Js(t)

6# # 3# #2 ps(t)

ps(t) =√

23 εp

s(t) : εps(t)

)## εps(t + 1) ps(t + 1) # / 0!"

$1# # & 0 εps(t) ps(t)

JHP ## # & #!& ##

H

0 $ ./

% ### # 8 #

## 0#G M3 0N &2 # &1 #

#3 # / &1 #2 # 3# M3 1N "

3# # # ## MJJ N " # #!

&1 &## 5 # 8 #* ##

#2 ### 3# #2 < #

1 / 0 " # 2 / # # σs = Ls : (εs − εps)

M3 2N " # # 0 #* ## f &

! M3 3N

"03 4 0* , $ 01# # # 3# εs

# 02# MJJ N 2 A D

# M 2# &&* #8 * ##

# N # # 0# 0,# εs 3#

# 3# #2 εps M# MJLNN

εs = As : E +n∑

r=1

Dsr : εpr MJLN

# &# #2 ## 0# # ##

3 1 MJLHN 0# εps # 3# εs 1+ ,

1 M2# MJLNN " ## εs # / *

6× n 2# Mn !N 3∑N

r=1[δsrI −Dsr :

Lp−1r : Lr] : εr = As : E

εs = As : E +N∑

r=1

Dsr : Lp−1r : Lr : εr MJLHN

εps = Lp−1

s : Ls : εs MJLN

V Ls Lps # 0 1 0 1 #2 #

! s σs = Ls : εs εps = Lp−1

s : σs

' 3# εs εps ps M3 5 6N ' & 0#1#

# # εps ps / t + 1 # # 0# #

2 # #2 0,# * 31##!

# η 3# &1 * 1#2 #, " #:

* # &# " 3# 3 #

&1 0!/!# / 3# #2 " * 1#2 !

# ##2 3 2 # ##

( 8 * #, ## #

" & #!& #! # 0 #1

0## # # ! / #!

HI

) ( $

1 # ## #* ## # ' ##

&#2 # < 3 QLR ##8# 2 /

< 3 QLJR " 2# # / #: # !

JJ ' & 0#1# 0 ## 8 0#1 3#

#2 ## 2 3# #2

## 3# ε = εe + εp

%#* ## f = J2(σ) − R(p)

J2(σ) =√

32 tr(s2)

s = σ − 13 δij trσ

6#1 # R(p) = σy + B pn

σy = 350MPa B = 600MPa

n = 0.5025

)3# #2

p =

√23

˙εp : ˙εp

& JJ "# #2

" 81 JH & " # 3!

# 3# !# < 20 #

&# * ## : * 2 ## #2 #

# # 0 #8 M81 JHI(a)N # 1

# " * < #1# # #

3= # # 3# 2 " 3#

3# M81 JHI(b)N

HH

0 $ ./

0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5

x 10−3

0

1

2

3

4

5

6

7

8

9

10

Déformation macroscopique [.]

Coe

ffici

ent d

e co

ncen

trat

ion

des

defo

rmat

ions

[.]

ThéorieHomogénéisation

JH %# 3# 3# # !

& #!& # #2

0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.010

100

200

300

400

500

600

700

800

900

1000

Déformation plastique cumulée [.]

Con

trai

nte

de V

on M

ises

[MP

a]

Théorier=2.2mm

0 1 2 3 4 5 6

x 10−3

0

0.002

0.004

0.006

0.008

0.01

0.012

0.014

0.016

0.018

0.02

Déformation macroscopique [.]

Def

orm

atio

n lo

cale

[.]

r=2.2mmr=3.6mmr=5.5mm

' !

JHI ( # / &1 # # #2

8 0# # U #* & 03 4

##8 " # 3# # 0,#

& MJLJN % * ## #

# 0 2 1 & 0#1# 0 #

#8 M81 JN 1 ##2 0#1 MA = 350MPa B =

3000MPa n = 0.4N 2 # # #,

& " ## # M81 JHN

# 1 #* # # # / # #

3 &1 / ## 8 #8

1 0# 3# #2

εs(t) =εs(t) − εs(t − 1)

∆tMJLJN

HHH

) ( $

0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.010

100

200

300

400

500

600

700

800

900

1000

Déformation plastique cumulée [.]

Con

trai

nte

de V

on M

ises

[MP

a]

Théorier=2.2mm

0 0.001 0.002 0.003 0.004 0.005 0.006 0.007 0.008 0.009 0.010

100

200

300

400

500

600

700

Déformation plastique cumulée [.]

Con

trai

nte

équi

vale

nte

[MP

a]

dt=1E−4dt=1E−5dt=1E−6

# !

J #8# 01#& #

0 1 2 3 4 5 6

x 10−3

0

100

200

300

400

500

600

700

800

900

1000

Déformation plastique cumulée [.]

Con

trai

nte

de V

on M

ises

[MP

a]

Théorier=2.2mm

JH #8# 0#1

0 '()%

) &# #: & 0 / !

## * 31### # &1

8 # 0&1## % & 3# #

#: & * / # 0& #2 # /

0& #2 # / 3#

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#3# * #2 2 3 &

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/ 0& &* ##

#1# 1#2 0# & , 3# #

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1 2-(

< 1+ / & #!&

) , # 1 # #!

# # #2 ' ### #!/!# #

2 / # # 0& ( 1 #

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( 20 mm 0 2# 2 / 0## /

## #2 # ( &## & #!

& > : 1 ### 1#2 &

, # 3# ## # "

# #2 / # *

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# 0 # # 0# # #

# 3# #2

" & #!& # # & #2

& < # # , *

31### η ) 0& # 0 ,

& 31### M0!/!# # N

8# η =¯[ε

εref

] ηij = εij

εref ij % # 1

8# F#1F 3#2 ##2 * 31###

1 3 &# , % & # ## 0 /

#* #2 31### Πλ MJLLN M#2 3#2 ##2

3# λN # < / #* M81 JN

Πλ =∫

ληij dλ MJLLN

J %## #!& * 31###

HHJ

) ( $

% * 31### # / ## & 0#!

# # 3# 3# 1#2 * / #1

# # ## # # # 0#

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HHL

QHR ` B ."WB%49 O!; 3#* 8# #2

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# 1 G# &# ## # # !0

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QPR ; %'- .%9 %# @ & ! &!# 3 & 8#

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# / # #2 / 0 0 F 3 0 (

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QHR Y 4 4$ 4B$9 ## & & & 3 & # &#

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QHIR .' C" "$ - $%" ' # # 3 ##

50 %0 =

QR - )'( 'B 3# #2 ##, # ## / 0

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123 0 ( ' ==

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="

QJR 'S'B ## &1## / 0 0 123 0 ( ' ="

QLR .($"" Y '$ ,# 3 & 3!# & #

G@#1 # * 0 (6 * 0 < "' "4

QR 'S'B # 3 # # #8 # &

# #? @#& %0 # ## !# %0 (

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QKR 4$"" %# #!&# 3 # # * (6

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QPR CX 4'B%4$ #!# &# 3 ## #

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# # ### % < 4 "=" =

QIR - B ) -C X- & 3 #!#3 ## * %0

< 44 "'4 ==

QJR B % B ) , # 3 & :# &# !

# 3 !# # * 0 (6 * 0 < &'

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QJHR .B 'S'B Y '$ 5 3# 3 & #!

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QJR - )( 9 #3 8 # &1 # (0 * #6 6

0 < % & =

QJJR - )( 9 W .($B 3# # #3 8 # #!

& # # (0 * #6 6 0 < % & "

"

QJLR % d 0 #!& #, # / # #2

## / 0 0 F 6$ "

QJR C!" %4 .%4 9'%4 C!; $ B BB$ B@ #&#

## 1 #1 3 # * (6 <

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QJKR ; ;W" ## * 1 # # / 0

0 F 0 0 ( =

QJPR ; ;W" # %2 ## # 3 # !

< ' 4

QJ R %4$;; ## #!& #2 #

/ # 1#2 : ### &#2 / 0 0 123 0

0 6 "

QJIR ! . W B ## #2 0 2 3 & #!

& # $ .)#% &? ' ) 2 "

QLR " .)"B #2 ,# #!& ! ## , !

1 # #2 3 0 )% 123 0 "

QLHR ! . W B . " - ) ) YB$% # #1 3 !# !

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"

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30 =4

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) ( $

QLJR . " - ) %## * 01 - 0#1

0## L!&JH ! #2 0 3 #

# $ .)#% &=? " ) =

HH

' # $ %

!(#

% &# # 0#G # 3# 31###

' G,# 0 2 , ### :

#2, 3# 1#2 * 31### ' 1

,# # ### #2 3

3 3# 0 # # / # 3# / # # ,

#1 0## ' #!& &# #

% #3 0# / # 3#

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# 2# #2

) $

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/ , .

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/ , .

78

' ()*%

H

) &# * 31### % *

0 #2 # / &1 ,<

M& # ,#N # # 0 2 3 M#N /

& #2 $ 8# εεref

V ε εref #!

3# 3# # 3 $ ## 3# #

&* , #: & * / # 0& #2

# / 01 / 3# 0& #2 # /

% < &# 3# 1#

FF T F##8F 3# 3# # !

3# : # 3# 0 7000 s−1 ,

< # A 3 ## 0 # 3 /

# 5 m/s QHR 0## & # 0* # 0#

0#G 01# # 3# M# 01# #

###N ## 2 # * 31### <

2 & # 0 /

) 3# 1#2 * 31### # 0

#2 < # # 3# ' #* &

# # / # 3# εs ,## 3# #

&1 E

εs = As : E +n∑

r=1

Dsr : εpr + Gs : E MLHN

$ # * ## Gs M# 3#

&1 ( EN ## 2 !## # #!

2, M 1# & ## As 2#

#2 ; ##N % #* # 0 2 #1

' & # 0## : #2, 3#

##2 # ## )? Q J LR ) #

3# ##2 εvpr MLN ' #* ### # 0!

##2 ## 8 & &#

M# JN "0 0 #2, > 2 #8#

/ 3# # 3#

εs = As : E +n∑

r=1

Dsr : εvpr MLN

HH

) $

"0## 0 #2 3# 1#2 * 31##!

# # # # 0 #

# # / # &1 * η 0<

3# 1#2 $ # # 2 η # 2

η = f(r, a, σ, εref ) si σ = σ(εref ) MLJN

) < #* # # # / # &1 ###

/ # ### # < * η εref ##2

&1 #2 ## # 3# εref < &## 8

# &1 8# εref = dεref

dt # #

/ # 3# # #

η = f(r, a, σ, εref , εref ) si σ = σ(εref , εref ) MLLN

8 # 0#G # &1 31###

# #2 0 3# 0 #1 0##

" # # / # 3# ### *

31### / # &1 εref < #

: #2 # " 1 ,# # #

#2 # M# # / # 3#N

QR 8 0# 0#G #2 0 # * 31###

" 1 # ## & 1#2

## 3# η &1 #2

#

" ## M3 N ##2 / &#

&1 2# #2 M&# N 81 LH #!

# 1 mm 1.17 mm #1 0##

ML!"JN # , MON

" &# # &#2 # # ###

1 / V (m/s) = 8.3 10−5, 8.3 10−3, 0.1, 1, 2 ) 0 # # 3# &#2 < 8# # ###

/ 1 ### 0 MLN # 1 ### 0

# M 3N # # εref (s−1) = 3.3 10−3, 0.33, 4, 40, 80

εref =δ

L0=

V

L0MLN

H

&

LH 6 # 3

" 3 # 3 #A!#2 ##!

# 9# 9 " & 3# #

# 0#1 ' # (## ## 8 # # 0#1

# / 0# & # ,# 02### 10000 #1

"01# # #1 # / #

?1 * 02### ## # ### # #1

## # 0 2# # 0 0.5 mm 2# #2

0 1.5 mm # / 1m/s ) 0&#1 #1 ##

##2 # ## 0 0 # 0 3

#1 0## # / # 02### 55 #1 2# #2 M#

∆δmoyen = 0.015 mm , #1 #N 2 12 #1 #!

# # ### 1m/s M# ∆δmoyen = 0.07 mm , #1

#N 2 #2 1## 0 & 3#

22 #5 0,## , #1

&2 # 3# #: # &#

% 1 0# &* #2

# 0# # 0## ##

# 2#* 0# & 0# M81 LN

#2 ## > :! % &*

# , ## 1 ,# 2# 0:

1 0# QK PR 01# # ###

## # 0 #

HJ

) $

L %&#, # 0#

12!34

, ) +

" ### 3# 1 &# " ## :!

# #: # 0# # , LH L #

# 3

(# ### # # H # # J # L #

[m/s] [mm] [mm] [mm] [mm] [mm] [mm]

8.310−5 0.06 2.23 2.79 3.74 5.63 10.34

8.310−3 0.05 2.70 3.25 4.30 5.40 10.30

0.1 0.01 2.15 3.05 3.90 5.65 10.45

1 −0.15 2.10 3.25 4.45 5.55 10.15

2 −0.35 3 4.15 5.20 6.20 10.65

& LH ## # # #1

0##

S 2 # # ### / 0

##2 # / 1m/s " :!

81 LJ ' M 0 20%N

# " / 8 # !

0 "0 1, &# LJ #,

HL

34"5

(# ### # H # # J # L #

[m/s] [mm] [mm] [mm] [mm] [mm]

8.310−5 2.46 2.92 3.85 5.74 10.49

8.310−3 2.75 3.25 3.80 6 10.80

0.1 2.50 2.90 3.80 5.95 10.45

1 × 2.90 4 5.25 11.05

2 2.40 3.10 3.90 5.65 10.45

& L ## # 3 #1

0##

01# / # ###3 % < 2# #2

3# 0 2 0#G # ,# # #

#2 2# #2 3# # ##

/ 0 ) 3# # 0# 01# 0

3 3 ## % ## /

/ M 0 85%N

0 1 2 3 4 5 6 7 80

5000

10000

15000

Déplacement [mm]

For

ce [N

]

Eprouvette perforéeEprouvette non perforée

LJ :! 0 #1 0##

Fmax [N ] δmax [mm] Wmax [J ]

6 3 12050 6.43 77

6 3 9200 0.81 10

& LJ ,#, #1 0## ! V = 1m/s

H

) $

3 3# &1* 1 &#

2# 0# M81 LL(a)N # 0&# #

# / # 3# M81 L(a)N 3

3# * * # / #8# ###

3# M81 LL(b)N %!# #&1* # #

3# 3# M81 L(b)N

0 1 2 3 4 5 6 70

5

10

15

20

25

30

Déplacement [mm]

Déf

orm

atio

n [%

]

Point 0Point 1Point 2Point 3Point 4Point 5

'

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.80

5

10

15

20

25

30

Déplacement [mm]

Déf

orm

atio

n [%

]

Point 2Point 3Point 4Point 5

'

LL 6# 3# #: # &#

#1 0## ! V = 1m/s

' '

L #1 0## ! V = 1m/s

HK

34"5

" &* # 0##8# 2# #2 1!

# #2 : / ,## 3# #1, 3#

3 3 #1 * # M81 LK(a)N "2 0

0#1 3# #1, 3 # 1

3# ## # e # ,## 10 mm ,

#1, 3 &1 M81 LK(c)N 3#

#:## #1, * 0# M&*

# ###N 2 3# 1#

3# ##1 1 0# ) #

#2 1 E 0##8

3# M81 LP(a)N 0&#1 # #5 #

&* < 8 3# # ### ) #

#2 / 0: ,# M81 LP(b − c)N F0,#F

3# # #, 3# ### , 8!

1# 2 # 3# ### , # #2

#2

0 1 2 3 4 5 6 70

10

20

30

40

50

Déplacement [mm]

Déf

orm

atio

n au

poi

nt 2

[%]

Eprouvette perforéeEprouvette non perforée

( *

0 1 2 3 4 5 6 70

10

20

30

40

50

Déplacement [mm]

Déf

orm

atio

n au

poi

nt 3

[%]

Eprouvette perforéeEprouvette non perforée

( ,

0 1 2 3 4 5 6 70

10

20

30

40

50

Déplacement [mm]

Déf

orm

atio

n au

poi

nt 5

[%]

Eprouvette perforéeEprouvette non perforée

( +

LK %# 3# 1 &#

3 3 #1 0## ! V = 1m/s

0 2 4 6 8 10 12−0.5

−0.4

−0.3

−0.2

−0.1

0

0.1

0.2

0.3

0.4

0.5

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

Eprouvette perforéeEprouvette non perforée

0 2 4 6 8 10 120

5

10

15

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

Eprouvette perforéeEprouvette non perforée

0 2 4 6 8 10 120

5

10

15

20

25

30

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

Eprouvette perforéeEprouvette non perforée

- "

LP )### 3# 1 &#

#1 0## ! V = 1m/s

HP

) $

45

" :! # # #G #1#8# #

&1 # 3 S 0 # 2#

#2 #2 3# # #* ####

0 ' ### 0 85% / ##

2 # 0# 01# 0 M LLN

(# ### [m/s] 8.3 10−5 8.3 10−3 0.1 1 2

6 # [J ] 81 73.5 71.5 77 79.5

6 3 [J ] 10.5 9 9 10 9.5

& LL S# 01# #1 0##

" # 3# #2 0

# # 3# F#F # 3#

< # , A ## / # A

#2 A #2 # 0&#1 # #5

# #2 # 3# ,# #

#2 #

# ### # 3# &1* 1

&# M81 L (a)N " # 0.003s−1 #

2# #2 70s−1 # ### 2m/s % &

# &#2 $ # εi/εref ≈ 1 M81 LI(a)N

10−4

10−3

10−2

10−1

100

101

102

10−4

10−3

10−2

10−1

100

101

102

103

Vitesse [m/s]

Vite

sse

de d

éfor

mat

ion

[1/s

]

Point 0 Point 1Point 2Point 3Point 4Point 5

'

10−4

10−3

10−2

10−1

100

101

102

10−4

10−3

10−2

10−1

100

101

102

103

Vitesse [m/s]

Vite

sse

de d

éfor

mat

ion

[1/s

]

Point 1Point 2Point 3Point 4Point 5

'

L (# 3# #2 #1 0##

H

34"5

0 2 4 6 8 10 120

0.5

1

1.5

2

2.5

3

Distance au centre de l’éprouvette [mm]Vite

sse

de d

éfor

mat

ion

loca

le /

Vite

sse

de d

éfor

mat

ion

réfé

renc

e [.]

8.3E−05m/s8.3E−03m/s0.1m/s1m/s2m/s

'

0 2 4 6 8 10 120

1

2

3

4

5

6

7

8

9

10

Distance au centre de l’éprouvette [mm]Vite

sse

de d

éfor

mat

ion

loca

le /

Vite

sse

de d

éfor

mat

ion

réfé

renc

e [.]

8.3E−05m/s8.3E−03m/s0.1m/s1m/s2m/s

'

LI (# 3# #2 # #1 0#!

#

3 # 3# 3# # 0!

# !# 3# M20/ 420s−1 # /

2m/sN 20 2 M81 L (b)N # # # 1 &#

εi/εref M##2 0# 3#

/ # 3# 3 &#2N 0 3# #

&1 M81 LI(b)N

#1 0## # #

εi

εref= f(r, a, σ, εref ) avec σ = σ(εref ) MLKN

V r ## 1 &# a εref # #

3 1#2 &1

" &* #, 3# # #2 / 0: ,#

# 3# ## M81 LH LHHN , &#

3# #, 3# 3 &1* 1

&# 2 2 # # &1 3

### 3# 8 ### 2 0 # 2# #2

#2 2 # 2 # 3# # M ##

3#N 01# # &1 #

0#G ### 3# 2 0 # 3 $

# 0#1 0##

εi = f(r, a, σ, εref ) avec σ = σ(εref ) MLPN

HI

) $

8 3# 3 εref 0 1 3# # &1!

0 2 4 6 8 10 120

5

10

15

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

8.3E−05m/s8.3E−03m/s0.1m/s1m/s2m/s

'

0 2 4 6 8 10 120

5

10

15

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

8.3E−05m/s8.3E−03m/s0.1m/s1m/s2m/s

'

LH )### 3# / 0 M##N

#1 0##

0 2 4 6 8 10 120

5

10

15

20

25

30

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

8.3E−05m/s8.3E−03m/s0.1m/s1m/s2m/s

'

0 2 4 6 8 10 120

5

10

15

20

25

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

8.3E−05m/s8.3E−03m/s0.1m/s1m/s2m/s

'

LHH )### 3# / 0 J M: ,#N

#1 0##

2 * 31### η 0 #

&1 εref # 81 LH LHJ $ # 8

# ## / # 3#

η = f(r, a, σ, εref ) avec σ = σ(εref ) ML N

HJ

& 36%25

0 2 4 6 8 10 120

0.2

0.4

0.6

0.8

1

1.2

1.4

1.6

1.8

2

Distance au centre de l’éprouvette [mm]

Coe

ffici

ent d

e co

ncen

trat

ion

en d

éfor

mat

ion

[.] 8.3E−05m/s8.3E−03m/s0.1m/s1m/s2m/s

' *

0 2 4 6 8 10 120

0.2

0.4

0.6

0.8

1

1.2

1.4

1.6

1.8

2

Distance au centre de l’éprouvette [mm]

Coe

ffici

ent d

e co

ncen

trat

ion

en d

éfor

mat

ion

[.] 8.3E−05m/s8.3E−03m/s0.1m/s1m/s2m/s

' , - "

LH 6# 31### # &1 M

3 #1 0##N

0 2 4 6 8 10 120

1

2

3

4

5

6

7

8

9

10

Distance au centre de l’éprouvette [mm]

Coe

ffici

ent d

e co

ncen

trat

ion

en d

éfor

mat

ion

[.] 8.3E−05m/s8.3E−03m/s0.1m/s1m/s2m/s

' *

0 2 4 6 8 10 120

1

2

3

4

5

6

7

8

9

10

Distance au centre de l’éprouvette [mm]

Coe

ffici

ent d

e co

ncen

trat

ion

en d

éfor

mat

ion

[.] 8.3E−05m/s8.3E−03m/s0.1m/s1m/s2m/s

' , - "

LHJ 6# 31### # &1 M

3 #1 0##N

# 15"'4

, ) +

" 81 LHL :! # 3

3 / # # 1m/s % # <

2# #2 0#1 0## 3# # ##

/ 0 ## 2 # 0# 01# %

## < 1 2 2# #2 / # 45%

/ 60% 01# " 1, &#

L

HJH

) $

Fmax [N ] δmax [mm] Wmax [J ]

6 3 12160 14.75 157

6 3 10790 8.1 64

& L ,#, # ! V = 1m/s

0 2 4 6 8 10 12 14 160

5000

10000

15000

Déplacement [mm]

For

ce [N

]

Eprouvette perforéeEprouvette non perforée

LHL :! 0 # ! V = 1m/s

)0 # 0# & 3# #:

# &# M LKN " #1 3# #

0#1 * # #2 M1 ### 0&#1 #

#5#N 3 3# 0 &1* 1

&# M81 LH(a)N # 3# 01# "0#

3# / #: # &1 # # &*

# M81 LHK(a)N 2# & 0# '

15% 3# 2 M# 0N

2 M# 5N 3 ### 3# #&1*

* &1 M81 LH(b)N " 3# , # 1 2

* ### M ## 3# 81 LHK(b)N " #

# 0.9 mm 2 # 0 0 # 1 / 1.5 mm $

2 3# # 1 # !# M

0 1 2N %0 2# ## 8 ## , #

1 %,!# / # ###3 2 2##3

HJ

& 36%25

# H J L

QR QR QR QR QR QR

6 3 L JK J × H

6 3 JP PK HP

& LK ## # 3#

# ! V = 1ms

0 2 4 6 8 10 12 140

10

20

30

40

50

60

70

80

90

100

Déplacement [mm]

Déf

orm

atio

n [%

]

Point 0Point 1Point 3Point 4Point 5

'

0 0.5 1 1.5 2 2.5 3 3.5 40

10

20

30

40

50

60

Déplacement [mm]

Déf

orm

atio

n [%

]

Point 1Point 2Point 3Point 4Point 5

'

LH 6# 3# #: # &#

# ! V = 1m/s

0 2 4 6 8 10 120

10

20

30

40

50

60

70

80

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

domaine élastiquedomaine plastiqueeffort maximaladoucissement

'

0 2 4 6 8 10 120

5

10

15

20

25

30

35

40

45

50

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

domaine élastiquedomaine plastiqueeffort maximaladoucissement

'

LHK )### 3# 1 &#

# ! V = 1m/s

HJJ

) $

" 81 LHP 1 &* 0##8# 1 !

3# 2 &* # 2# #2 # !

#2 M81 (b)N #2 M81 I(b)N / 0: ,# M81 J(b)N ,!#

< 2 # 0## ## M81 LHP(a)N

### #2 1m/s 0: ,# #, 3# !

3# ### / , 0 # ) &

0# #, 3# 0 3 1 # !

/ , 0 # #3# ) 0 # # /

# 3# 01# # ### # E

F##8F 3#

0 2 4 6 8 10 120

2

4

6

8

10

12

14

16

18

20

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

Eprouvette perforéeEprouvette non perforée

0 2 4 6 8 10 120

5

10

15

20

25

30

35

40

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

Eprouvette perforéeEprouvette non perforée

- "

0 2 4 6 8 10 120

10

20

30

40

50

60

70

80

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

Eprouvette perforéeEprouvette non perforée

(!

LHP )### 3# 3 3

# ! V = 1m/s

45

" :! #1 0 ### / # 3# M8!

1 LH N "01# # ### * / # #, 0:

/ ### / "0# #, 0: <

### 2 0 # 3 & 81#

20% 0: ,# "01# 2 /

#2 20 #2 M LPN ' 1# 0 15%

25% # 3 3 )

& 81# 3#* ## / 1m/s #:

# ### 2# #2 M81 LHI LN

HJL

& 36%25

(# ### 6 # 6 3

[m/s] [J ] [J ]

8.3 10−5 138 51

1 157 64

& LP 61# &2 #

0 2 4 6 8 10 12 14 160

5000

10000

15000

Déplacement [mm]

For

ce [N

]

8.3E−05m/s1m/s

'

0 1 2 3 4 5 6 7 8 90

5000

10000

15000

Déplacement [mm]

For

ce [N

]

8.3E−05m/s1m/s

'

LH :! #

V = 5mm/min

V = 1m/s

LHI ;#* 3 #

HJ

) $

V = 5mm/min

V = 1m/s

L ;#* 3 #

"0# # 3# #2 81 LH

%!# &1* 0 # ### / #

# ## 3= &#2 0.003s−1 2# #2 38s−1

# / 1m/s % 0#1 0## εi/εref ≈ 1 20/ 0##

0 3 1#2 & 0# # εi/εref

3# #2 20 #2 M81 L(a)N "0# 3#

/ # &1 2 3# #2 20 #2

10−4

10−3

10−2

10−1

100

101

10−3

10−2

10−1

100

101

102

103

Vitesse [m/s]

Vite

sse

de d

éfor

mat

ion

[1/s

]

Point 0Point 1Point 3Point 4Point 5

'

10−4

10−3

10−2

10−1

100

101

10−3

10−2

10−1

100

101

102

103

Vitesse [m/s]

Vite

sse

de d

éfor

mat

ion

[1/s

]

Point 1Point 2Point 3Point 4Point 5

'

LH (# 3# #2 #

HJK

& 36%25

) 0 3 # 3# 3# ##

# 20 # #: , # 1 2 2# #2 !#

### # / 1m/s #2 #1, 3# , #

* & " #, # 3# # 0# #3#

/ , 3 3# #1 0## M #

2N " 81 L(b) # 3# εi / # 3#

3 εref 3 # 0* < 3# ##

# M#&1*N # &1 εref %

0 3 & 0# 2 εi/εref

3# #2 20 #2 ) # ### /

# 3# # #

Pourεi

εref= 1,

εi

εref= f(r, a, σ, εref , εref ) avec σ = σ(εref , εref ) MLIN

0 2 4 6 8 10 120

1

2

3

4

5

6

Distance au centre de l’éprouvette [mm]Vite

sse

de d

éfor

mat

ion

loca

le /

Vite

sse

de d

éfor

mat

ion

réfé

renc

e [.]

8.3E−05m/s1m/s

'

0 2 4 6 8 10 120

2

4

6

8

10

12

14

16

18

20

Distance au centre de l’éprouvette [mm]Vite

sse

de d

éfor

mat

ion

loca

le /

Vite

sse

de d

éfor

mat

ion

réfé

renc

e [.]

8.3E−05m/s1m/s

'

L (# 3# # # M#N

" 81 LJ LL &* #, 3# !

3 3 # "01# # ###

## #, 3# #: 0#

εi|sta > εi|dyn ) < 3# 3 # #:

3# # &1 εref |sta > εref |dyn ;#

0 # # / # 3# # #

εi = f(r, a, σ, εref , εref ) avec σ = σ(εref , εref ) MLHN

εref = f(εref ) MLHHN

HJP

) $

0 2 4 6 8 10 120

2

4

6

8

10

12

14

16

18

20

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

8.3E−05m/s1m/s

0 2 4 6 8 10 120

5

10

15

20

25

30

35

40

Distance au centre de l’éprouvette [mm]D

éfor

mat

ion

[%]

8.3E−05m/s1m/s

- "

0 2 4 6 8 10 120

10

20

30

40

50

60

70

80

90

100

110

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

8.3E−05m/s1m/s

(!

LJ )### 3# 0 3 #

0 2 4 6 8 10 120

5

10

15

20

25

30

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

8.3E−05m/s1m/s

0 2 4 6 8 10 120

10

20

30

40

50

60

70

80

90

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

8.3E−05m/s1m/s

- "

0 2 4 6 8 10 120

10

20

30

40

50

60

70

80

90

100

110

Distance au centre de l’éprouvette [mm]

Déf

orm

atio

n [%

]

8.3E−05m/s1m/s

(!

LL )### 3# 0 3 #

" * 31### ηi = εiεref

8!

1 L LK ) 0 3 ηi 1 / 1 2 2 #

# &1 εref 20/ 0## 0 3 1#2 & 0!

# "0#G # &1 ### 3# εi

εref / # &1 ;# # #

∀εref , η = 1 MLHN

0 3 & 0# 0 !

3 3 1#2 η > 1 ) 2 ηi|sta > ηi|dyn

2# #1#8 2 01# # &1 ## *

31### 0#G 3 1#2 2 8 2

ηi|dyn

ηi|sta < 1 2 W |sta

W |dyn # 15% 0

3 25% 0 3 # # / #

3# # # 8

Pour η = 1, η = f(r, a, σ, εref , εref ) avec σ = σ(εref , εref ) MLHJN

HJ

0 2-(

0 2 4 6 8 10 120

0.5

1

1.5

2

2.5

3

Distance au centre de l’éprouvette [mm]

Coe

ffici

ent d

e co

ncen

trat

ion

en d

éfor

mat

ion

[.] 8.3E−05m/s1m/s

0 2 4 6 8 10 120

0.5

1

1.5

2

2.5

3

Distance au centre de l’éprouvette [mm]

Coe

ffici

ent d

e co

ncen

trat

ion

en d

éfor

mat

ion

[.] 8.3E−05m/s1m/s

- "

0 2 4 6 8 10 120

0.5

1

1.5

2

2.5

3

Distance au centre de l’éprouvette [mm]

Coe

ffici

ent d

e co

ncen

trat

ion

en d

éfor

mat

ion

[.] 8.3E−05m/s1m/s

(!

L 6# 31### 3 #

0 2 4 6 8 10 120

1

2

3

4

5

6

7

Distance au centre de l’éprouvette [mm]

Coe

ffici

ent d

e co

ncen

trat

ion

en d

éfor

mat

ion

[.] 8.3E−05m/s1m/s

0 2 4 6 8 10 120

1

2

3

4

5

6

7

Distance au centre de l’éprouvette [mm]

Coe

ffici

ent d

e co

ncen

trat

ion

en d

éfor

mat

ion

[.] 8.3E−05m/s1m/s

- "

0 2 4 6 8 10 120

1

2

3

4

5

6

7

Distance au centre de l’éprouvette [mm]

Coe

ffici

ent d

e co

ncen

trat

ion

en d

éfor

mat

ion

[.] 8.3E−05m/s1m/s

(!

LK 6# 31### 3 #

& '()%

" # ### #2 # 0# 0#G #

&1 &* 31### ' #!&

/ 3 3 2

# / #2 #2

# # / # 3# #G #1#8!

# 0 < 01# ### 3#

* 31### η 2 # ## /

# &1 # #

∀εref , εi = f(r, a, σ, εref ) avec σ = σ(εref ) MLHLN

∀εref , η = f(r, a, σ, εref ) avec σ = σ(εref ) MLHN

# # / # 3# 1* #G #

&1 01# 3 3

01# # &1 #8 3=

### 3# εi 3 εref $ #

HJI

) $

εi = f(r, a, σ, εref , εref ) avec σ = σ(εref , εref ) MLHKN

εref = f(εref , εref ) MLHPN

) 0 ## # #G 20/ & 0!

# ∀εref , η = 1 0 3 #2 31###

# # &1

Pour η = 1, η = f(r, a, σ, εref , εref ) avec σ = σ(εref , εref ) MLH N

2 8 2 η < # / 01#

7 0# W |dyn > W |sta η|dyn < η|sta7 #2 W |acier > W |alu η|acier < η|alu M&# N

"0#G #2 * 31### / #!

0 # # / # 3# % #G

# # < # 3# 1#2 *

# " 1 #

0## , *

HL

QHR . " - ) %## / ## #2 ,# 0!

1 , # ### #2 / 0 0 123 0

< =

QR B BB$ ## #!& 01 !

# / # #2 / 0 0 F 3 0 (

!3 =

QJR % d 0 #!& #, # / # #2

## / 0 0 F 6$ "

QLR %4$;; ## #!& #2 #

/ # 1#2 : ### &#2 / 0 0 123 0

0 6 "

QR " .)"B #2 ,# #!& ! ## , !

1 # #2 3 0 )% 123 0 "

QKR C ; .$ %## / ## #2 # #

#, # # $ .)#% &? )?

QPR - 4 '-' 0# ## # #

#2 # / 0 0 123 0 < "

)

" && # 0# * ## !

1 # ## & # # / #

# ## # 1 # ##1 8,#

&# 0 E 1 0 #1 # # 0#3 ,

# 3## 0 * 31### #

/ 3# 8## 0 &1# # /

0& *

) # &# ##1&#2 0 #:

&#2 ## # 1 # ##

& , %!# # # #

, # / # &* # / 3# %

&* 8# ## F31### F # # # η

8# 3# 1 &#

3# # 3 η = εεref

8 # #2

0 2 3 # # #8

# # 31### 3 * #

" &# 0# / &# &* #

31### 0 ,# #2 " # 3!

1### 8# ### #&1* 3# ε

3# 3 εref "0 #2 0 # / 3#

3 " 20 < 8# < #

### # 20 # < # 1 0

/ ## ##2 ## " ### 3# #

# ,# &# # 3# #: #, $

2 &* 31### ## 0

# # 0# 1# 3 # %

## 3# # # ## # 0# 2#

# S 0 # ### 3 # / &2

3# # / ### #&1* 3# η = εεref

0* # :

0 3 1#2 ## # ## 31###

$ 1 20# 8# #* 0=1 Si η = 1, #2

Si η > 1, ## #2

" # η # * 31### 8#

η = f(r, a, σ, εref ) avec σ = σ(p, d)

" ##* &# 0 3# 1#2 !

## * 31### # 0#

&1 " < * 31### #

0 & #!& !# 0# #

& #2 & ' 3# & 0&!

1## #1 0### # ## )? 8

' # # #2 $ #

3### 0 & ) ### 1 !

# & " # ## # 0

# " # / / # 8 0# 1

& #2

" * 31### # # E / ##

& %0 2# 2#* &# &*

&* 31### #!/!# # &1 #G

< ## 3# 1#2 * η M # ##

* B; N # # # M/ 0& N /

# 3# 3# 1#2 * η

#5# # / # &1 "0#G # 3#

# 1 ,# #2 3# 0

# # / # 3# " # /

&# < ##2 2 0 # #2 #2

0 3 #2 ## / 01# # &1

0 # # / # 3# $ 8

2

HLL

Si σ = σ(εref ), alors η = f(r, a, σ, εref ) ∀εref

Si σ = σ(εref , εref ), alors

η = f(r, a, σ, εref ) si η = 1

η = f(r, a, σ, εref , εref ) si η > 1

# , # # 0# /

3## 0 * 31### 0 3#

1#2 ## # 0# &1 #

, < ## #

# # # # # 0& 3# 1#2

* η # #2 ) 0

2 31## # 0# * η # # < # 20/

* ## # " # 0 1 #

/ #1 %#!# # < ## # # 1+ / 0###

0 3# # 1#

' 3# # 01 : # # !

* # / 1# 8 # #3 "0##

8 #8# 1#2 ( 1# ###

3# 20# # # #

8 # # 0# * 31### ,

&& # 0# 8## 0 3# &#2 T !

#2 * η < # !# < #, 3 0

2 31## 0 # / 8# ,# &*

# 0 #1# ## ### #2

8 * 31### # / ## 1 #

# # 0# 1 * # % 1

* : #2 3# 3# #

# # F&#F ) , # # 1 # 0## M #N

0#G 3# #2 # # 2

#1 & #!&

% && #2 1 # $ # # 0!

# 1## * η & #!&

0 1 , 2 # #2

3## ,1

) && # 2 # &1* #

# ' 1## #1 1 # #* 3#

0 # / 0&&* ## #* 0&1#

HL

0## M , 8 3#2 # #N ) & #!

& ,# #, # &1* )

< 3= # # # 0##2 & #!& F#F

F1F ## 8# * 31### / # &

01 #

HLK

! !#

!% # *#

H 6 # 3

%8 %

## &#2 # 3#

(# ### # # H # # J # L #

[m/s] [mm] [mm] [mm] [mm] [mm] [mm]

8.310−5 0.06 2.23 2.79 3.74 5.63 10.34

8.310−3 0.05 2.70 3.25 4.30 5.40 10.30

0.1 0.01 2.15 3.05 3.90 5.65 10.45

1 −0.15 2.10 3.25 4.45 5.55 10.15

2 −0.35 3 4.15 5.20 6.20 10.65

& H ## :# # #

#1 0##

(# ### # H # # J # L #

[m/s] [mm] [mm] [mm] [mm] [mm]

8.310−5 2.46 2.92 3.85 5.74 10.49

8.310−3 2.75 3.25 3.80 6 10.80

0.1 2.50 2.90 3.80 5.95 10.45

1 × 2.90 4 5.25 11.05

2 2.40 3.10 3.90 5.65 10.45

& ## :# # 3

#1 0##

HL

%8 %

( εpoint 0 εpoint 1 εpoint 2 εpoint 3 εpoint 4 εpoint 5 εref

[m/s] [%] [%] [%] [%] [%] [%] [%]

8.3 10−5 0.13 0.32 0.35 0.35 0.3 0.23 0.3

8.3 10−3 −0.04 0.89 0.88 0.45 0.06 0.38 0.27

0.1 0.84 −0.32 −0.16 −0.15 0.13 0.14 0.29

1 −0.004 −0.09 −0.11 −0.05 −0.02 −0.02 −0.004

2 0.04 0.04 0.006 −0.09 −0.06 0.08 0.009

& J )3# / 0 H 3

( εpoint 0 εpoint 1 εpoint 2 εpoint 3 εpoint 4 εpoint 5 εref

[m/s] [%] [%] [%] [%] [%] [%] [%]

8.3 10−5 9.15 9.05 9.48 9.63 9.36 8.05 10.27

8.3 10−3 9.26 10.01 10.01 9.44 9.4 8.07 10.81

0.1 11.43 10.29 9.41 9.74 10.15 9.3 11.96

1 9.28 10.25 11.21 9.72 9.36 7.5 11.35

2 10.9 10.81 10.75 9.89 9.66 10.18 11.12

& L )3# / 0 3

( εpoint 0 εpoint 1 εpoint 2 εpoint 3 εpoint 4 εpoint 5 εref

[m/s] [%] [%] [%] [%] [%] [%] [%]

8.3 10−5 26.39 21.64 21.85 21.95 21.41 21.37 23.86

8.3 10−3 27.39 21.67 21.3 20.58 21.49 23.05 23.58

0.1 25.73 22.6 22.53 23.31 24.03 20.16 23.42

1 22.58 23.17 24.88 24.35 24.87 23.09 23.81

2 26.2 26.29 25.87 25.25 24.15 21.56 22.23

& )3# / 0 J 3

HLI

%8 %

( εpoint 0 εpoint 1 εpoint 2 εpoint 3 εpoint 4 εpoint 5 εref

[m/s] [1/s] [1/s] [1/s] [1/s] [1/s] [1/s] [1/s]

8.3 10−5 0.00051 0.00046 0.00051 0.00056 0.00048 0.0005 0.0005

8.3 10−3 0.015 0.041 0.04 0.027 0.025 0.021 0.034

0.1 1.74 0.8 0.69 0.69 0.7 0.77 0.99

1 − 7.78 9.26 0.0005 − 31.27 8

2 33.3 34.38 36.4 13.3 5.19 23.82 18

& K (# 3# # #2

3

( εpoint 0 εpoint 1 εpoint 2 εpoint 3 εpoint 4 εpoint 5 εref

[m/s] [1/s] [1/s] [1/s] [1/s] [1/s] [1/s] [1/s]

8.3 10−5 0.0033 0.0027 0.0027 0.0027 0.0026 0.0027 0.003

8.3 10−3 0.36 0.27 0.27 0.26 0.28 0.3 0.3

0.1 3.73 3.46 3.48 3.61 3.72 3.07 3.55

1 31.21 32.34 33.57 33.36 34.64 29.92 32.18

2 71.06 71.18 69.75 70.64 68.41 58.88 61.45

& P (# 3# # #2

3

( εpoint 1 εpoint 2 εpoint 3 εpoint 4 εpoint 5 εref

[m/s] [%] [%] [%] [%] [%] [%]

8.3 10−5 0.41 0.4 0.21 0.33 0.16 0.19

8.3 10−3 0.45 0.16 0.12 0.54 0.005 0.21

0.1 0.38 0.49 0.31 0.41 0.45 0.19

1 × 0.23 0.2 −0.07 0.24 −0.05

2 −0.04 0.08 −0.02 −0.14 −0.08 0.008

& )3# / 0 H 3

H

%8 %

( εpoint 1 εpoint 2 εpoint 3 εpoint 4 εpoint 5 εref

[m/s] [%] [%] [%] [%] [%] [%]

8.3 10−5 12.25 8.9 5.31 3.3 1.45 1.81

8.3 10−3 9.73 7.46 5.92 2.76 1.27 1.87

0.1 10.23 7.89 4.76 2.1 0.78 1.58

1 × 8.01 6.05 3.32 0.85 1.99

2 13.01 6.25 3.89 5.46 2.5 1.86

& I )3# / 0 3

( εpoint 1 εpoint 2 εpoint 3 εpoint 4 εpoint 5 εref

[m/s] [%] [%] [%] [%] [%] [%]

8.3 10−5 23.39 17.35 10.28 5.62 2.45 2.96

8.3 10−3 18.57 14.38 11.36 5.92 2.46 3.17

0.1 20.5 15.42 9.21 4.7 1.44 2.72

1 × 10.71 7.85 5.09 0.95 2.46

2 16.58 12.93 8.12 4.97 1.08 3.1

& H )3# / 0 J 3

( εpoint 1 εpoint 2 εpoint 3 εpoint 4 εpoint 5 εref

[m/s] [1/s] [1/s] [1/s] [1/s] [1/s] [1/s]

8.3 10−5 0.00095 0.00077 0.00042 0.00045 0.00019 0.0003

8.3 10−3 0.165 0.121 0.089 0.059 0.021 0.039

0.1 2.81 2.25 1.61 0.73 0.48 0.73

1 × 2.51 4.75 2.38 4.43 0.3

2 − 2.54 − − − 0.3

& HH (# 3# # #2

3

HH

%8 %

( εpoint 1 εpoint 2 εpoint 3 εpoint 4 εpoint 5 εref

[m/s] [1/s] [1/s] [1/s] [1/s] [1/s] [1/s]

8.3 10−5 0.0125 0.0091 0.0055 0.0028 0.0012 0.0014

8.3 10−3 1.34 1.05 0.84 0.41 0.18 0.204

0.1 23.2 17.26 9.92 5.2 1.21 2.56

1 × 141.6 102.3 66.73 10.44 32.65

2 419.31 321.57 203.97 124.84 27.89 77.27

& H (# 3# # #2

3

H

! !#

!% # $

.H 6 # 3

%8 +

. ## &#2 # 3#

(# ### # # H # # J # L #

[m/s] [mm] [mm] [mm] [mm] [mm] [mm]

8.310−5 0.20 2.50 3.30 4 5.55 10.15

1 0.45 2.05 3.65 5.30 × 10

& .H ## :# # #

#

(# ### # H # # J # L #

[m/s] [mm] [mm] [mm] [mm] [mm]

8.310−5 2.60 3.35 4.15 5.70 10.30

1 2.85 3.75 5 7.65 10.75

& . ## :# # 3

#

( εpoint 0 εpoint 1 εpoint 2 εpoint 3 εpoint 4 εpoint 5 εref

[m/s] [%] [%] [%] [%] [%] [%] [%]

8.3 10−5 0.49 0.71 0.78 0.79 0.58 0.28 0.47

1 0.14 −0.03 × −0.05 0.31 0.63 0.16

& .J )3# / 0 H 3

HL

%8 +

( εpoint 0 εpoint 1 εpoint 2 εpoint 3 εpoint 4 εpoint 5 εref

[m/s] [%] [%] [%] [%] [%] [%] [%]

8.3 10−5 15.45 15.21 15.2 15.2 14.96 12.44 15.19

1 14.53 15.41 × 13.61 12.11 11.46 12.73

& .L )3# / 0 3

( εpoint 0 εpoint 1 εpoint 2 εpoint 3 εpoint 4 εpoint 5 εref

[m/s] [%] [%] [%] [%] [%] [%] [%]

8.3 10−5 34.58 34.58 34.8 34.85 33.85 29.92 30.62

1 31.33 31.09 × 30.81 28.91 29.13 25.46

& . )3# / 0 J 3

( εpoint 0 εpoint 1 εpoint 2 εpoint 3 εpoint 4 εpoint 5 εref

[m/s] [%] [%] [%] [%] [%] [%] [%]

8.3 10−5 103.06 99.06 97.22 95.04 87.31 65.57 49.23

1 67.17 68.42 × 67.06 63.9 57.73 38.73

& .K )3# / 0 L 3

( εpoint 0 εpoint 1 εpoint 2 εpoint 3 εpoint 4 εpoint 5 εref

[m/s] [1/s] [1/s] [1/s] [1/s] [1/s] [1/s] [1/s]

8.3 10−5 0.0018 0.0017 0.0017 0.0017 0.0018 0.0011 0.0017

1 24.4 25.82 × 10.17 − 31.6 14.55

& .P (# 3# # #2

3

H

%8 +

( εpoint 0 εpoint 1 εpoint 2 εpoint 3 εpoint 4 εpoint 5 εref

[m/s] [1/s] [1/s] [1/s] [1/s] [1/s] [1/s] [1/s]

8.3 10−5 0.003 0.003 0.003 0.003 0.0029 0.0026 0.0027

1 37.83 37.36 × 38.82 38.36 34.14 31.36

& . (# 3# # #2

3

( εpoint 0 εpoint 1 εpoint 2 εpoint 3 εpoint 4 εpoint 5 εref

[m/s] [1/s] [1/s] [1/s] [1/s] [1/s] [1/s] [1/s]

8.3 10−5 0.011 0.01 0.0097 0.0086 0.0057 0.011 0.003

1 103.67 100.71 × 97.18 79.45 99.56 43.58

& .I (# 3# & 0#

3

( εpoint 1 εpoint 2 εpoint 3 εpoint 4 εpoint 5 εref

[m/s] [%] [%] [%] [%] [%] [%]

8.3 10−5 1.12 0.41 0.27 0.31 0.39 0.23

1 0.095 0.38 0.9 1.15 −0.052 0.31

& .H )3# / 0 H 3

( εpoint 1 εpoint 2 εpoint 3 εpoint 4 εpoint 5 εref

[m/s] [%] [%] [%] [%] [%] [%]

8.3 10−5 29.12 18.31 12.94 8.82 5.87 8.15

1 18.44 16.21 13.08 9.41 4.21 6.31

& .HH )3# / 0 3

( εpoint 1 εpoint 2 εpoint 3 εpoint 4 εpoint 5 εref

[m/s] [%] [%] [%] [%] [%] [%]

8.3 10−5 88.15 64.99 48.19 28.67 13.16 15.88

1 30.57 30.92 23.32 18.16 11.9 11.69

& .H )3# / 0 J 3

HK

%8 +

( εpoint 1 εpoint 2 εpoint 3 εpoint 4 εpoint 5 εref

[m/s] [%] [%] [%] [%] [%] [%]

8.3 10−5 104.57 79.73 60.62 35.68 14.82 17.07

1 43.76 44.32 31.41 21.24 10.53 14.46

& .HJ )3# / 0 L 3

( εpoint 1 εpoint 2 εpoint 3 εpoint 4 εpoint 5 εref

[m/s] [1/s] [1/s] [1/s] [1/s] [1/s] [1/s]

8.3 10−5 0.0063 0.0034 0.0022 0.0018 0.13 0.0016

1 1.05 4.23 10.05 12.81 − 3.45

& .HL (# 3# # #2

3

( εpoint 1 εpoint 2 εpoint 3 εpoint 4 εpoint 5 εref

[m/s] [1/s] [1/s] [1/s] [1/s] [1/s] [1/s]

8.3 10−5 0.015 0.014 0.0085 0.005 0.002 0.0026

1 70.87 71.02 52.12 39.55 27.78 26.46

& .H (# 3# # #2

3

( εpoint 1 εpoint 2 εpoint 3 εpoint 4 εpoint 5 εref

[m/s] [1/s] [1/s] [1/s] [1/s] [1/s] [1/s]

8.3 10−5 0.041 0.036 0.031 0.0174 0.0041 0.003

1 164.88 167.48 101.1 38.46 − 34.63

& .HK (# 3# & 0# !

3

HP


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