548 ) 52, Karman,,,, 12 1,, X 1 =r η, ζ,t)+ξ R η, ζ )-r η, 烄 ζ,t))) cosη, 烅 X 2 =ζ, 烆 X 3 =r η, ζ,t)+ξ R η, ζ )-r η, ζ,t))) sinη η, ζ ) ) ;r η, ζ,t) R

Similar documents


&! +! # ## % & #( ) % % % () ) ( %

Ρ Τ Π Υ 8 ). /0+ 1, 234) ς Ω! Ω! # Ω Ξ %& Π 8 Δ, + 8 ),. Ψ4) (. / 0+ 1, > + 1, / : ( 2 : / < Α : / %& %& Ζ Θ Π Π 4 Π Τ > [ [ Ζ ] ] %& Τ Τ Ζ Ζ Π

! Ν! Ν Ν & ] # Α. 7 Α ) Σ ),, Σ 87 ) Ψ ) +Ε 1)Ε Τ 7 4, <) < Ε : ), > 8 7

., /,, 0!, + & )!. + + (, &, & 1 & ) ) 2 2 ) 1! 2 2

4= 8 4 < 4 ϑ = 4 ϑ ; 4 4= = 8 : 4 < : 4 < Κ : 4 ϑ ; : = 4 4 : ;

, ( 6 7 8! 9! (, 4 : : ; 0.<. = (>!? Α% ), Β 0< Χ 0< Χ 2 Δ Ε Φ( 7 Γ Β Δ Η7 (7 Ι + ) ϑ!, 4 0 / / 2 / / < 5 02

8 9 8 Δ 9 = 1 Η Ι4 ϑ< Κ Λ 3ϑ 3 >1Ε Μ Ε 8 > = 8 9 =

Β 8 Α ) ; %! #?! > 8 8 Χ Δ Ε ΦΦ Ε Γ Δ Ε Η Η Ι Ε ϑ 8 9 :! 9 9 & ϑ Κ & ϑ Λ &! &!! 4!! Μ Α!! ϑ Β & Ν Λ Κ Λ Ο Λ 8! % & Π Θ Φ & Ρ Θ & Θ & Σ ΠΕ # & Θ Θ Σ Ε

) Μ <Κ 1 > < # % & ( ) % > Χ < > Δ Χ < > < > / 7 ϑ Ν < Δ 7 ϑ Ν > < 8 ) %2 ): > < Ο Ε 4 Π : 2 Θ >? / Γ Ι) = =? Γ Α Ι Ρ ;2 < 7 Σ6 )> Ι= Η < Λ 2 % & 1 &


8 9 < ; ; = < ; : < ;! 8 9 % ; ϑ 8 9 <; < 8 9 <! 89! Ε Χ ϑ! ϑ! ϑ < ϑ 8 9 : ϑ ϑ 89 9 ϑ ϑ! ϑ! < ϑ < = 8 9 Χ ϑ!! <! 8 9 ΧΧ ϑ! < < < < = 8 9 <! = 8 9 <! <

. /!Ι Γ 3 ϑκ, / Ι Ι Ι Λ, Λ +Ι Λ +Ι

> # ) Β Χ Χ 7 Δ Ε Φ Γ 5 Η Γ + Ι + ϑ Κ 7 # + 7 Φ 0 Ε Φ # Ε + Φ, Κ + ( Λ # Γ Κ Γ # Κ Μ 0 Ν Ο Κ Ι Π, Ι Π Θ Κ Ι Π ; 4 # Ι Π Η Κ Ι Π. Ο Κ Ι ;. Ο Κ Ι Π 2 Η

2 2 Λ ϑ Δ Χ Δ Ι> 5 Λ Λ Χ Δ 5 Β. Δ Ι > Ε!!Χ ϑ : Χ Ε ϑ! ϑ Β Β Β ϑ Χ Β! Β Χ 5 ϑ Λ ϑ % < Μ / 4 Ν < 7 :. /. Ο 9 4 < / = Π 7 4 Η 7 4 =

9!!!! #!! : ;!! <! #! # & # (! )! & ( # # #+

= Υ Ξ & 9 = ) %. Ο) Δ Υ Ψ &Ο. 05 3; Ι Ι + 4) &Υ ϑ% Ο ) Χ Υ &! 7) &Ξ) Ζ) 9 [ )!! Τ 9 = Δ Υ Δ Υ Ψ (

/ Ν #, Ο / ( = Π 2Θ Ε2 Ρ Σ Π 2 Θ Ε Θ Ρ Π 2Θ ϑ2 Ρ Π 2 Θ ϑ2 Ρ Π 23 8 Ρ Π 2 Θϑ 2 Ρ Σ Σ Μ Π 2 Θ 3 Θ Ρ Κ2 Σ Π 2 Θ 3 Θ Ρ Κ Η Σ Π 2 ϑ Η 2 Ρ Π Ρ Π 2 ϑ Θ Κ Ρ Π


4 # = # 4 Γ = 4 0 = 4 = 4 = Η, 6 3 Ι ; 9 Β Δ : 8 9 Χ Χ ϑ 6 Κ Δ ) Χ 8 Λ 6 ;3 Ι 6 Χ Δ : Χ 9 Χ Χ ϑ 6 Κ

! /. /. /> /. / Ε Χ /. 2 5 /. /. / /. 5 / Φ0 5 7 Γ Η Ε 9 5 /

!! )!!! +,./ 0 1 +, 2 3 4, # 8,2 6, 2 6,,2 6, 2 6 3,2 6 5, 2 6 3, 2 6 9!, , 2 6 9, 2 3 9, 2 6 9,

Ⅰ Ⅱ 1 2 Ⅲ Ⅳ

( ) (! +)! #! () % + + %, +,!#! # # % + +!

% & :?8 & : 3 ; Λ 3 3 # % & ( ) + ) # ( ), ( ) ). ) / & /:. + ( ;< / 0 ( + / = > = =? 2 & /:. + ( ; < % >=? ) 2 5 > =? 2 Α 1 Β 1 + Α

! Β Β? Β ( >?? >? %? Γ Β? %? % % %? Χ Η Ιϑ Κ 5 8 Λ 9. Μ Ν Ο Χ? Π Β # % Χ Χ Θ Ρ% Ρ% Θ!??? % < & Θ

Α 3 Α 2Η # # > # 8 6 5# Ι + ϑ Κ Ι Ι Ι Η Β Β Β Β Β Β ΔΕ Β Β Γ 8 < Φ Α Α # >, 0 Η Λ Μ Ν Ο Β 8 1 Β Π Θ 1 Π Β 0 Λ Μ 1 Ρ 0 Μ ϑ Σ ϑ Τ Ο Λ 8 ϑ

9 : : ; 7 % 8

WL100014ZW.PDF

# # # #!! % &! # % 6 & () ) &+ & ( & +, () + 0. / & / &1 / &1, & ( ( & +. 4 / &1 5,

Β Χ + Δ Ε /4 10 ) > : > 8 / 332 > 2 / 4 + Φ + Γ 0 4 Η / 8 / 332 / 2 / 4 + # + Ι + ϑ /) 5 >8 /3 2>2 / 4 + ( )( + 8 ; 8 / 8. 8 :

; < 5 6 => 6 % = 5

% % %/ + ) &,. ) ) (!

8 8 Β Β : ; Χ; ; ; 8 : && Δ Ε 3 4Φ 3 4Φ Ε Δ Ε > Β & Γ 3 Γ 3 Ε3Δ 3 3 3? Ε Δ Δ Δ Δ > Δ # Χ 3 Η Ι Ι ϑ 3 Γ 6! # # % % # ( % ( ) + ( # ( %, & ( #,.

3?! ΑΑΑΑ 7 ) 7 3

7 6 Η : Δ >! % 4 Τ & Β( Β) 5 &! Α Υ Υ 2 Η 7 %! Φ! Β! 7 : 7 9 Λ 9 :? : 9 Λ Λ 7 Φ! : > 9 : 7Δ 2 Η : 7 ΛΔ := ς : Ν 7 Λ Δ = Ν : Ν 7 ΛΔ : = Λ ς :9 Λ 7 Λ! Λ

< < ; : % & < % & > & % &? > & 5 % & ( ; & & % & Α Β + 8 ; Α9 Χ Δ () Χ Δ Ε 41 Φ # (Β % Γ : 9 Χ Δ Η +9 Χ Δ 2 9 Χ Δ 2 0 /? % & Ι 1 ϑ Κ 3 % & % & + 9 Β 9

08-01.indd

# # 4 + % ( ) ( /! 3 (0 0 (012 0 # (,!./ %

第9章 排队论

Α? Β / Χ 3 Δ Ε/ Ε 4? 4 Ε Φ? ΧΕ Γ Χ Η ΙΙ ϑ % Η < 3 Ε Φ Γ ΕΙΙ 3 Χ 3 Φ 4 Κ? 4 3 Χ Λ Μ 3 Γ Ε Φ ) Μ Ε Φ? 5 : < 6 5 % Λ < 6 5< > 6! 8 8 8! 9 9 9! 9 =! = 9!

= 6 = 9 >> = Φ > =9 > Κ Λ ΘΠΗ Ρ Λ 9 = Ρ > Ν 6 Κ = 6 > Ρ Κ = > Ρ Σ Ρ = Δ5 Τ > Τ Η 6 9 > Υ Λ Β =? Η Λ 9 > Η ς? 6 = 9 > Ρ Κ Φ 9 Κ = > Φ Φ Ψ = 9 > Ψ = Φ?

1#

!! # % & ( )!!! # + %!!! &!!, # ( + #. ) % )/ # & /.

1 <9= <?/:Χ 9 /% Α 9 Δ Ε Α : 9 Δ 1 8: ; Δ : ; Α Δ : Β Α Α Α 9 : Β Α Δ Α Δ : / Ε /? Δ 1 Δ ; Δ Α Δ : /6Φ 6 Δ

! # % & # % & ( ) % % %# # %+ %% % & + %, ( % % &, & #!.,/, % &, ) ) ( % %/ ) %# / + & + (! ) &, & % & ( ) % % (% 2 & % ( & 3 % /, 4 ) %+ %( %!

8 9 : < : 3, 1 4 < 8 3 = >? 4 =?,( 3 4 1( / =? =? : 3, : 4 9 / < 5 3, ; > 8? : 5 4 +? Α > 6 + > 3, > 5 <? 9 5 < =, Β >5

; 9 : ; ; 4 9 : > ; : = ; ; :4 ; : ; 9: ; 9 : 9 : 54 =? = ; ; ; : ;

: ; 8 Β < : Β Δ Ο Λ Δ!! Μ Ν : ; < 8 Λ Δ Π Θ 9 : Θ = < : ; Δ < 46 < Λ Ρ 0Σ < Λ 0 Σ % Θ : ;? : : ; < < <Δ Θ Ν Τ Μ Ν? Λ Λ< Θ Ν Τ Μ Ν : ; ; 6 < Λ 0Σ 0Σ >

3 4 Ψ Ζ Ζ [, Β 7 7>, Θ0 >8 : Β0 >, 4 Ε2 Ε;, ] Ε 0, 7; :3 7;,.2.;, _ & αε Θ:. 3 8:,, ), β & Φ Η Δ?.. 0?. χ 7 9 Ε >, Δ? Β7 >7 0, Τ 0 ΚΚ 0 χ 79 Ε >, Α Ε

!!! #! )! ( %!! #!%! % + % & & ( )) % & & #! & )! ( %! ),,, )

& & ) ( +( #, # &,! # +., ) # % # # % ( #

9. =?! > = 9.= 9.= > > Η 9 > = 9 > 7 = >!! 7 9 = 9 = Σ >!?? Υ./ 9! = 9 Σ 7 = Σ Σ? Ε Ψ.Γ > > 7? >??? Σ 9

ϑ 3 : Α 3 Η ϑ 1 Ι Η Ι + Ι 5 Κ ϑ Λ Α ΜΛ Ν Ν Ν Ν Α Γ Β 1 Α Ο Α : Α 3. / Π Ο 3 Π Θ

Β Χ Χ Α Β Φ Φ ; < # 9 Φ ; < # < % Γ & (,,,, Η Ι + / > ϑ Κ ( < % & Λ Μ # ΝΟ 3 = Ν3 Ο Μ ΠΟ Θ Ρ Μ 0 Π ( % ; % > 3 Κ ( < % >ϑ Κ ( ; 7

Γ Ν Ν, 1 Ο ( Π > Π Θ 5?, ΔΓ 2 ( ΜΡ > Σ 6 = Η 1 Β Δ 1 = Δ Ι Δ 1 4 Χ ΓΗ 5 # Θ Γ Τ Δ Β 4 Δ 4. > 1 Δ 4 Φ? < Ο 9! 9 :; ;! : 9!! Υ9 9 9 ; = 8; = ; =

! ΑΒ 9 9 Χ! Δ? Δ 9 7 Χ = Δ ( 9 9! Δ! Δ! Δ! 8 Δ! 7 7 Δ Δ 2! Χ Δ = Χ! Δ!! =! ; 9 7 Χ Χ Χ <? < Χ 8! Ε (9 Φ Γ 9 7! 9 Δ 99 Φ Γ Χ 9 Δ 9 9 Φ Γ = Δ 9 2

7!# 8! #;! < = >? 2 1! = 5 > Α Β 2 > 1 Χ Δ5 5 Α 9 Α Β Ε Φ 5Γ 1 Η Η1 Δ 5 1 Α Ι 1 Η Ι 5 Ε 1 > Δ! 8! #! 9 Κ 6 Λ!!!! ; ; 9 # !!6! 6! 6 # ;! ;

,!! #! > 1? = 4!! > = 5 4? 2 Α Α!.= = 54? Β. : 2>7 2 1 Χ! # % % ( ) +,. /0, , ) 7. 2

Φ2,.. + Φ5Β( 31 (+ 4, 2 (+, Η, 8 ( (2 3.,7,Χ,) 3 :9, 4 (. 3 9 (+, 52, 2 (1 7 8 ΙΜ 12 (5 4 5? ), 7, Χ, ) 3 :9, 4( > (+,,3, ( 1 Η 34 3 )7 1 )? 54

. Ν Σ % % : ) % : % Τ 7 ) & )? Α Β? Χ )? : Β Ν :) Ε Ν & Ν? ς Ε % ) Ω > % Τ 7 Υ Ν Ν? Π 7 Υ )? Ο 1 Χ Χ Β 9 Ξ Ψ 8 Ψ # #! Ξ ; Ξ > # 8! Ζ! #!! Θ Ξ #!! 8 Θ!

= > : ; < ) ; < ; < ; : < ; < = = Α > : Β ; < ; 6 < > ;: < Χ ;< : ; 6 < = 14 Δ Δ = 7 ; < Ε 7 ; < ; : <, 6 Φ 0 ; < +14 ;< ; < ; 1 < ; <!7 7

9! >: Ε Φ Ε Ε Φ 6 Φ 8! & (, ( ) ( & & 4 %! # +! ; Γ / : ; : < =. ; > = >?.>? < Α. = =.> Β Α > Χ. = > / Δ = 9 5.

,, ( Δ! # % & % ) % & )% % +, % &. + / +% % % +,. / )% )%. + /. /. 0 / +% )0 )1 2) 20 )1 % 4 0 % % 0 5 % % )) % %6 ) % 6 ) % % % ) % 6. 4 /. 2 %, 78 9

?.! #! % 66! & () 6 98: +,. / / 0 & & < > = +5 <. ( < Α. 1

) ) ) Ο ΛΑ >. & Β 9Α Π Ν6 Γ2 Π6 Φ 2 Μ 5 ΝΒ 8 3 Β 8 Η 5 Φ6 Β 8 Η 5 ΝΒ 8 Φ 9 Α Β 3 6 ΝΒ 8 # # Ε Ο ( & & % ( % ) % & +,. &

% & ( ) +, (


! # Χ Η Ι 8 ϑ 8 5 Χ ΚΗ /8 Η/. 6 / Λ. /. Η /. Α Α + Α 0. Η 56 + Α : Α Μ / Η +9 Δ /. : Α : ϑ. Η. /5 % Χ

: Π Δ 9 Δ 9 Δ 9 7 Θ Μ 9 8 Ρ Σ # = Μ 0 ; 9 < = 5 Λ 6 # = = # Μ Μ 7 Τ Μ = < Μ Μ Ο = Ρ # Ο Ο Ο! Ο 5 6 ;9 5 5Μ Ο 6

Ψ! Θ! Χ Σ! Υ Χ Ω Σ Ξ Ψ Χ Ξ Ζ Κ < < Κ Ζ [Ψ Σ Ξ [ Σ Ξ Χ!! Σ > _ Κ 5 6!< < < 6!< < α Χ Σ β,! Χ! Σ ; _!! Χ! Χ Ζ Σ < Ω <!! ; _!! Χ Υ! Σ!!!! ββ /β χ <

Υ 2 Δ Υ 1 = 1 : Φ Υ 1 Ω 5 ς ) Ν + Φ 5 ς ς Α+ ) Ν Φ 6 Ξ ς Α+ 4 Φ Ψ Ψ + = Ε 6 Ψ Ε Ε Π Υ Α Ε Ω 2? Ε 2 5 Ο ; Μ : 4 1 Ω % Β 3 : ( 6 Γ 4 Ρ 2 Ρ

Θ Θ Γ 2 Ρ 3 Ω Ω Ω Ξ, ;;> /;? ; ;;<<; > # ( 3 ) #2# #% 3 (#) # ( #) ) ( ) #) & ) 3 % & &89#(#( #3) ) 2 (#(# % ) ()# <= +: ;8.../;< # ; / +2.. ;//.;.82

第一章 绪论

:::: : : : :::: :: :: :::::: :::: < ; 7 7 ; ; % < = = > = / =?? Α Β.. Β Χ (. 7 > 5 / Δ 6 Ε. Φ Δ 5 / 6 Ε. Φ 1 Γ 5 / 6 7 Η (. >5 Ι Δ 6 Φ ϑ

! # %& ( %! & & + %!, ( Α Α Α Α Χ Χ Α Χ Α Α Χ Α Α Α Α

!? > 7 > 7 > 7 Ε ! Α Φ Φ Γ Η Ι Γ / 2 ; Γ / 4 Δ : 4 ϑ / 4 # Η Γ Κ 2 Η 4 Δ 4 Α 5 Α 8 Λ Ηϑ Μ Α Α 4!! Ο. /3 :/Π : Θ Γ 2 ; Γ / 4 Ρ Α

10-03.indd

Ρ 2 % Ε Φ 1 Φ Δ 5 Γ Η Ε Ι ϑ 1 Κ Δ ϑ Ι 5 Δ Ε Κ Β 1 2 Ι 5 Κ Ι 78 Χ > > = > Λ= =!? Λ Λ!???!? Λ?? Χ # > Λ= = >?= =!? Λ?!?!? Λ Λ Α =? Α &<&. >!= = = = = Α

= Β Χ Δ

< = = Β = :?? Β Χ? < = 3 = Β = :? 3? <? 3 =? & =3? & & 6 8 & = Δ =3?3 Ε Φ Γ? = 6Β8 &3 =3?? =? = Η = Φ Η = > Φ Η = Φ Η Φ Η? > Φ Η? Φ Η Η 68 &! # % & (%

ΗΗ Β Η Η Η ϑ ΗΙ ( > ( > 8 Κ Κ 9 Λ! 0 Μ 4 Ν ΟΠ 4 Ν 0 Θ Π < Β < Φ Ρ Σ Ο ΟΦ Ρ Σ ) Ο Τ 4 Μ 4 Ν Π Υ Φ Μ ς 6 7 6Ω : 8? 9 : 8 ; 7 6Ω 1 8? ; 7 : ; 8 ; 9

3 = 4 8 = > 8? = 6 + Α Β Χ Δ Ε Φ Γ Φ 6 Η 0 Ι ϑ ϑ 1 Χ Δ Χ ΦΚ Δ 6 Ε Χ 1 6 Φ 0 Γ Φ Γ 6 Δ Χ Γ 0 Ε 6 Δ 0 Ι Λ Χ ΦΔ Χ & Φ Μ Χ Ε ΝΓ 0 Γ Κ 6 Δ Χ 1 0

%? = Β 2Β 2 2 <Χ Φ Α Γ 7Δ 8 3 Ε & % # %& Η! % & &, &), 1 & % & +&,,. & / 0, & 2 %. % 3 % / % 4 %

84 / ! / ! 9 9 9!! 9 : ; < = 1 //< & >!! ? : ; <. 1 //< &! Α

ΟΠΟ ΟΠ 8 ΠΠ Π8 ΡΟ Σ Β Θ 1 7 Τ 1 Υ 4? = ; > ; 1.= 3 Α14? 4Ι ϑ1 Α 3Ε3 ΕΛ?Τ %1 >: : : ; : : 9 = 7,Ι ΕΑ 8 7,Ι Τ3? 8 7 ΛΙ 3ς 8 7Μ 8 7 Ω ΙςΙ = 8 7 Τ Μ 3Ε Δ?

Ε? Φ ) ( % &! # +. 2 ( (,

9 < 9 Α Α < < < Β= =9 Χ 9Β 78! = = 9 ΦΑ Γ Η8 :Ι < < ϑ<; Β Β! 9 Χ! Β Χ Δ Ε <Β Α Α = Α Α Ι Α Α %8 Β < 8 7 8! 8 =

& &((. ) ( & ) 6 0 &6,: & ) ; ; < 7 ; = = ;# > <# > 7 # 0 7#? Α <7 7 < = ; <

Τ Δ Δ ΝΔ Ο Π 1 # % #! 3 Η Μ.! 1 / 5 6 Ρ 3 Γ Η 1 Κ 6 ; Σ 5 8! Μ? Μ! # % Δ Μ 1 # %! = 47 > 47 ; 1 # %! 4Υ #! # Η# # %! 4 =7 =? Ν

! + + / > / + / + > > > +, + &+ 0.? Α Β Χ Β / Δ Δ Α Β Χ Β + & , + ΕΦ (?Γ Η.Δ. + Ι + 1 %+ : +, 5+ + ; +, + Ι + : + ; ϑ + ;! + + Ι & + & ϑ

PowerPoint 演示文稿

!,! = Α ΒΑ 9 9 : 9 Α ) Χ Α : < ΒΑ # < # Χ 8 Δ Α 6 Φ Ε Φ Ε Γ 9 % : Η < 9Χ : Ι # 8 9Χ :Ι 9:Ι Δ 9: Φ 7 : Δ = = 7! Δ ; Χ ΒΑ! < # ; % > Χ = Η 9: ϑ Α ϑ Η! 9

: ; # 7 ( 8 7

untitled


Β # # 6 Χ 7 Χ 3 6 Α 7 6 ; Δ Ε Φ +/ Φ Ε+Γ Δ /Η ; Ι/ ϑκ +Λ, 7 6 1Η Μ/ Φ; # 7 6? =# 7 6 1Η Μ/ Φ; # 7 6Χ Ν 7 6 Ο Μ / ϑγ +Γ 7 ) 6 7 Χ Π + Κ

! Φ Δ < Φ Δ 7 Δ 7 = 7 Δ ; > 7 5ΗΙ 2? Α Ι ϑ Κ ΙΒ Κ 6 ; Δ Δ Δ Δ Δ Λ = 7 Δ 5 2 Χ Β Χ ΙΜ Δ Ν Β Β % Β 3 Ε Κ Ο 2 Π Δ Β Χ Π %ΙΙ 6 > Δ 7 > Δ

! Χ Δ? Η Δ? Β Ι Β? ϑ Κ 1 Ε?? Λ Μ Ν Ο Π Β? Δ? Β Ι ΘΗ Κ 1 Ε? Β? ϑ Ν Η Η Δ?? Ρ? Ι Β Χ Τ Τ Ο ς Ι Δ Ω Χ Β [ Υ Ψ? [ Η Β? Β Υ? Ι Δ? Δ? Ο Ξ Ψ Ι Π Β Υ?????? Ι?

Transcription:

52 4 2013 8 ) JournalofFudanUniversityNaturalScience) Vol52No4 Aug2013 0427-71042013)04-0547-11 谢锡麟, 陈瑜, 史倩, 200433), Euclid ), Riemann ),,,,, ; ; ; ; O33;O35 A 1 11, Bernouli,,,, [1-4], WuCJ 2009,2010) [3,5,6] CFDComputationalFluidDynamics, ) 3D ), ;,, Karman DongGJ 2007) [7], 4 [8] [9] DuG 2008) [10], ) LuX Y 2005) [11],, WuCJ 2003) [12], fluidrolerbearing),, WuCJ 2007) [13] 2013-05-08 11172069) ; 2011 1974 ),,,,E-mailxiexilin@fudaneducn

548 ) 52, Karman,,,, 12 1,, X 1 =r η, ζ,t)+ξ R η, ζ )-r η, 烄 ζ,t))) cosη, 烅 X 2 =ζ, 烆 X 3 =r η, ζ,t)+ξ R η, ζ )-r η, ζ,t))) sinη η, ζ ) ) ;r η, ζ,t) R η, ζ ),, 1 Fig1 Sketchofcurvilinearcoordinatesincludingtimeexplicitlythatissuitableto flowsaroundanairfoilwithdeformableboundaries,,, 2 珝 V 珝 V=V j k ) jv i 珝 gi=v j x,t) Vi +Γ i jkv x j x,t) 珝 gix,t),v=v i x,t) 珝 gix,t), Γjkx,t) Christofel i, 2 Fig2 Sketchofgeneralcurvilinearcoordinateswithitslocalinducedbasis

4 549, 1 PartialDiferentialEquations,PDE),, ;2, Christofel, Christofel, ;3, ) [14] S1 S2 ; [15],, ), 2012) [16] 13 [17], [18], 4 1) ; 2) ;3) 1 ;2 ;3 ;4 ), 3 4 ;4), 珝 V 珤 X t ξ, t)= 珤 X x i x,t) xi t ξ, t)+ 珤 X t x,t)= xi t ξ, t) 珝 gix,t)+ 珤 X t x,t) ) ), 珤 X t x,t)= 珤 X t, i 珝 g gix,t)= 珝 珤 i X x,t) gix,t), 珝 3 瓗 t,, Φ Φ t ξ, t)= Φ t x,t)+ Φ x i x,t) xi t ξ, t)= Φ t x,t)+ 珝 V, - X t x,t) ) Φ- 珤 X t x,t) Φ Φ, Φ= 珗 g l l Φ x 珗 g l Φ x l x,t) Φ Euclid F xi ξ A ξ, t)gix,t) G A ξ ), ) df dt = V 珝 x,t ) F= L F, d i dt detf=θdetf, detf 槡 g x det 槡 G ξ A ξ, t ), θ = V 珝 x,t), ;,, Euclid, 14 [18,19] [13],, 3 550 )

550 ) 52 3 15) ), ) Re=400 Fig3 Suppressionofvortexstreetbytravelingwavegeneratedonthesurfacesofcircularandelipticalcylinders theratioofthelongandshortaxesis15)leftsubplot)vorticitydistribution,rightsubplot)stream functiondistributionre=400 2 21,, ),, twodimensional [20] flows),, ) Aris1964) [21],, [22], 22,, ); 4 ; [18], Stokes [18,22] Stokes, 4 t τ 珒珗 ) n -Φ = t -Φ+H 珗 n -Φ))dσ Φ,H =b s s=g st b ts,gij= gi, 珝 gj 珝 ) 3 瓗 x ) x i ) 3 瓗,b ij = 珗 gj x ), n, gj 珝 x ) ; -

4 551 4 Stokes Fig4 SketchoftheintrinsicgeneralizedStokesformulaofthesecondkind,, τ 珒珗 n τ 珒珗 n Stokes, t=t i j 珝 gi 珝 g j T 2 T), Stokes, τ 珒 n) t= 珗 t t+h n t))dσ= 珗 tdσ, t t= i t i j 珝 g j +b j it i j n, 珗 = 珝 g l ; i Riemann ) x l, ρ d 珝 V = dt f =f j 珝 gj+f 3 珗 n t it ij j +f ) gj 珝 + b j it i j 3 +f ) n, 珗 t, f dσ; [21] Aris, ) Stokes,, τ 珒珗 n Stokes, 23 231, ω珗 =ε st3 sv t n = 珗 ω 3 n, 珗 Eddington ε st3 = est3, 槡 g 槡 g = g1, 珝 g2, 珝 n) 珗 ρ+ρθ=0, ρ, θ = i V i = 1 槡槡 g x i gv i ) x,t) θ = 0, V s =ε st3 ψ x t x,t) t= -p+ γi+μ ) jv i + iv j ) 珝 g i 珝 g j T 2 T ),p,γ, μ,i=gij 珝 g i 珝 g j ; [23]

552 ) 52 烄 ψ =g ij 2 ψ x i x j x,t)-γ ij k ψ x k x,t ) =-ω 3, 烅 ω 3 = ω3 t x, t) +V s ω3 x, x s t) = μ s sω 3 +2ε kl3 k K GV ) l ρ + 1 烆 ρ εkl3 kfsur,l, Gauss 5, [20], ;,, 5 ), ) Re=500 Fig5 Theflowaroundacircularcylinderonafixedsurfaceleftsubplot)threedimensionalview ofstreamfunctiondistribution;rightsubplot)planformofvorticitydistributionre=500 6, ),Reynolds 300 ),, ), ω 3 2 45 135 [23] 7, ; 6 ), 2 ; ) Gauss Re=300 Fig6 leftsubplot)threedimensionalviewofatwodimensionalincompressibleflowonafixedundulated helicoidalsurfacespatialdistributionofthevorticitytwolinesegmentsmaketheintervalofthe innerboundarywithnegativevorticityrightsubplot)projectiveviewsofthespatialdistributionsof thegaussiancurvatureoftheundulatedhelicoidalsurfacere=300

4 553 7 ) 2-2 ) 45 135 Fig7 Eigen-problemanalysisofthestraintensorontheinnerboundaryleftsubplot)Distributionoftheratioofthe vorticityandthemaximumeigenvalueofthestraintensoralongtheinnerboundaryoftheundulatedhelicoidal surfaceremarkthetheoreticalindicatedvalueoftheratiois2or-2rightsubplot)distributionofthe anglebetweentheeigenvectorwithrespecttothemaximumeigenvalueofthestraintensorandthetangentvector oftheboundaryalongtheinnerboundaryoftheundulatedhelicoidalsurfaceremarkthetheoreticalindicated valueoftheangleis45or135degree,, ), [24] [23], 232, 8, x = x ξ, t) 瓗 2 珝 V = 珝 t x,t)+ x s 珝 gs, x = s xs t, ξ t) V 3 ρ t x,t)+ x s ρ x,t)+ρ s V s -HV 3 ) =0, x s 8 ), ) Fig8 Sketchoftheconstructionsofconfigurationswithrespecttooildifusionsonseasurfaces leftsubplot)physicalconfigurations,rightsubplot)parametricconfigurations gs 珝 ) 3 +2 xs 瓗 t l x,t), 珝 g ) 瓗 ) ρ x l, 珝 ξ t)+γ l pq x p x q + 2 t l x 2,t), 珝 g 3 =

554 ) 52 - p x x l,t)+ρf l +μ l s V s + s sv l +K GV l ls V3-3b - 2 x s s l b s ) V 3 -b l sb s tv ) gs 珝 ) 3 +2 xs 瓗 t x,t), n ) 瓗 ) 珝 ρb pq x p x q + 2 t x 2,t), n γ-p)h +ρf 3 + μ s s V 3 +3b s t sv t + 3 = qb ) s q Vs -2b st b stv 3 ) Lagrange, x= x 2 ξ,t) 瓗,, 9 10, zx,y,t)= 01sin 2π λ x-ω t, ) λ=10,ω=40 t, 11 12, zx,y,t) =01sin 2π x λ1 ) sin 2π y sinωt, λ2 ) λ=10,ω=40,,

4 555 3, Euclid Riemann,,,,,,,, ),

556 ) 52 Euclid, Riemann,Euclid ) Riemann ),,, ; Lagrange [1] Triantafylou M S,TriantafylouGS,YueD K PHydrodynamicsoffishlikeswimming[J]Annu Rev Fluid Mech,2000,3233-53 [2] FishFE,LauderG VPassiveandactiveflowcontrolbyswimmingfishesandmammals[J]Annu Rev Fluid Mech,2006,38193-224 [3] WuCJ,WangLAdaptiveoptimalcontroloftheflappingruleofafixedflappingplate[J]Advancesin Applied Mathematicsand Mechanics,2009,13)402-414 [4] LuX Y,Yin X Z,YangJ M,etalStudiesofhydrodynamicsinfishlikeswimmingpropulsion[J] Journalof Hydrodynamics,2010,225)12-22 [5] WuCJ,WangLNumericalsimulationsofself-propeledswimmingof3Dbionicfishschool[J]Science in ChinaE),2009,523)658-669 [6] WuCJ,Wang LWhereistherudderofafish -The mechanism ofswimmingandcontrolofself- propeledfishschool[j]acta Mechanica Sinica,2010,261)45-65 [7] DongGJ,LuX YCharacteristicsofflowovertraveling wavyfoilsinaside-by-sidearrangement[j] Physicsof Fluids,2007,19057107 [8] WiliamsonC H KEvolutionofasinglewakebehindapairofblufbodies[J]J Fluid Mech,1985,1591-18 [9] GovardhanR,WiliamsonC H KModesofvortexformationandfrequencyresponseofafreelyvibrating cylinder[j]j Fluid Mech,2000,4201)85-130 [10] DuG,Sum MEfectsofunsteadydeformationofflappingwingonitsaerodynamicsforces[J]Applied Mathematicsand Mechanics,2008,296)731-743 [11] LuX Y,YinXZPropulsiveperformanceofafish-liketravelingwavywal[J]Acta Mechanica,2005, 1751-4)197-215 [12] WuCJ,XieY Q,WuJZ Fluidrolerbearing efectandflowcontrol[j]acta Mechanica Sinca, 2003,195)476-484 [13] WuCJ,WangL,WuJZSuppressionofthevonKarmanvortexstreetbehindacircularcylinderbya travelingwavegeneratedbyaflexiblesurface[j]j Fluid Mech,2007,574365-391 [14] [M],1976 [15], [M],2004 [16] [C],, 110,2012224-236 [17] [M],1980 [18] XieX L,Chen Y,ShiQSomestudieson mechanicsofcontinuous mediumsviewedasdiferential manifolds[j]scichina-phys Mech Astron,2013,562)432-456 [19],, [C],, 110,2012212-223 [20] BofetaG,EckeRETwo-dimensionalturbulence[J]Annu Rev Fluid Mech,2012,44427-451

4 557 [21] Aris R Vectors,tensors,and the basic equations offluid mechanics[m ] New York Dover Publications,INC,1989 [22] XieXLOntwokindsofdiferentialoperatorsongeneralsmoothsurfaces[J]arXiv13063671v1 [physicsflu-dyn],2013 [23] XieX LA theoreticalframework ofvorticitydynamicsfortwodimensionalflowsonfixedsmooth surfaces[j]arxiv13045145v1 [physicsflu-dyn],2013 [24] WuJZ,MaH Y,Zhou M DVorticityandvortexdynamics[M]New YorkSpring-Verlag,2005 SomeDevelopmentsofFiniteDeformationTheorieswith SomeApplicationsinFluid Mechanics XIEXi-lin,CHENYu,SHIQian Departmentof Mechanicsand Engineering Science,Fudan University,Shanghai200433,China) AbstractSomerecentdevelopmentsoffinitedeformationtheoriestermedas finitedeformationtheorywithrespect tocurvilinearcoordinatescorrespondingtocurrentphysicalconfigurationsincludingtimeexplicitly and finite deformationtheory withrespecttocontinuous mediums whosegeometricalconfigurationsaretwodimensional surfaces arenarratedtheformerandthelatertheoriescorrespondtocontinuousmediumswhosegeometrical configurationsareeuclidianmanifoldsbulkstatus)andriemannianmanifoldssurfacestatus),respectivelyas comparedtogeneraltheories,bothnewlydevelopedtheoriesincludeconstructionsofphysicalandparametric configurations,definitionofdeformationgradienttensor withitsprimaryproperties,deformationdescriptions, transporttheoriesandgoverningequationsofconservationlawsasapplications,stream function & vorticity algorithm withrespecttocurvilinearcoordinatesincludingtimeexplicitly,streamfunction & vorticityalgorithm fortwodimensionalincompressibleflowsonfixedsurfaces,andgoverningequationsforoildifusiononseasurfaces arepresentedwithsomeresultsoftentativenumericalstudies Keywordsfinitedeformationtheory;streamfunction & vorticityalgorithm;respecttocurvilinearcoordinates includingtimeexplicitly;two dimensionalflows onfixed surfaces;flowsaround cylinders with deformable boundaries;oildifusiononthesea