• Nenhum resultado encontrado

J. Braz. Soc. Mech. Sci. & Eng. vol.29 número3

N/A
N/A
Protected

Academic year: 2018

Share "J. Braz. Soc. Mech. Sci. & Eng. vol.29 número3"

Copied!
5
0
0

Texto

(1)

  

! " # $% &$'($ ))) # ! *

"

+ , # -))

&'$%% $.) " # ! *

!

"# $ !%& ' !( ) *

'!# ) + +

"

, -*

% . . " %°

+ + %& .

/0 1. !#

2

'3 / ) 4 + + +

!#

5 *

!"

# $%%%"

&

' (

(

( )*)

! *#

* !# +

( ,-)

& &

( +

# ./ - 0 $%% / 1 $%% "

2 (

(

% , (

(

& &

) ,-)

(

( &

(

( '

,-) 2 0

,-) 3

, !4" (

(

' (

' " ( ) * " + ,"

,-)

& 3 & , $%% "

#2-2 %5 .%.

$ % 4 %%% 6

$ %%% 6 7 %%% 6

#

- $%%$" 2 . ! ( 7%%

4%% 6 (

8 2 $%%%" ,-)

' &

&

+ ,-)

( 2

,-)

( (

,-) ( (

# 9 9 : 9

) 9 ( &

9 6

; 9 *

; 9 < *

; 9 < *

, ) 9 & & 6 $

9 ε9

9 * 9

(2)

) ** -" - * - "

9 6

> 9 7

αο9

γο9 &

χ 9 &

)*)

+ 4% # ' 0

5< 3 $.$

# !

& ;

' #- , 7 % , )"

. $5 7$

; & &

( (

7$

! " # $ % # % %

# $$

- ' (

# ( - & )

) ? ( & ( ;

$ .°

α" .° & γ" 5 ° & χ"

% ! ε" *

& $ ' #

.

$/ '- 0 1 "% 2 %. . $/ 3/ %1 " 2 4. 51. $/ 6/ % 51 " 1 2 . 51.

$/ 37 %1 2 . 8.

$/ '7 0 51 " 2 0. 5 . / '/ 0 1 "5 2 8. 0. / '- 0 1 "5 2 . 58.

' $ %% " ( (

) 2 9.

) % # $ ' # $$ % % & ' # %

* # $ + ,- # $ + , ' ) $ + ,

@ %

! % 6 % 5%% 6

A B

% % 6

% %

(

B +

< ( &

#

( #

( C' " 0

>

(

)

6

$

%

$ $

+

= "

( (

( " (

$%°) " $ %

:2DE C)2-# ;#$ %5* % %%%

#

-C " F +- 5%#

&

& ( - 7E $

) G # " < % !

; 7

( &

0 : 8 5

.

/#

#

01

& $ ' #

; < 1 & = ; > ; < 0 & = >

$/

'-$/ 6/

/

'-/ '/

$/ 3/

$/ 37

$/ '7

1":

0" 5 1" :

0"5 0" 4

%"8 0" 5

%"8% 0"%: 0" 0"%0 0" 5 0" %"0

0 2 $ $ ) # ' % '

%

; 7 ( 0

@ ( & 2

' ( &

(

( &

(

( ( ( &

A 0 -* ? E -* ? E; ; 7

(3)

  

( $! 4 7 .

<

-) E (

-* ? E 2

H 4

$%% "

2 -* ? I -* ? I;

( <

( &

( (

C (

(

< ; 5

0 : 8 5

.

/#

#

01

& $ ' #

$/

'-$/ 6/

/

'-/ '/

$/ 3/

$/ 37

$/ '7 ; < 1 & = ; >

; < 0 & = >

3 4 $ ' % ' $

) # ' % '

) (

(

%

5%% 6 2 -* ? E ( &

$! 5 ( (

< 0

(

& & " : <

( (

( &

#

-C " <

;

,-)

; *

5 % 0

.5

1

% '

$/ 6/

/ '-0 "%

4"

5%:"8 5 "

6 2 $ ) ' % ' %

' 7 # 7 5 4 8 ' & 9: ' %

;

5. " ,-) 2

( ( &

,-) 7$4 "

( + 0 $%%%" #

(

; 4 &

,-)

" " "0 ": "8

: %% . #1

&

$

'

#

$/ 37

$/ 3/

$/ 6/

$/ '7

$/

'-/ ''-/

/ '-"

" %

"0

"05

"08

"04

":0

; 2 $ $ ) # 7 )

%% <% '

2 ( ( ; 4

-) E -) E

-* ? E ( & 2

( < ( &

:

-; $%% / / - & ; :

; $%% "

-* ? E; -* ? 3

% 5 % 5% 2

( (

2 (

( &

( (

-* ? I; -* ? I

& (

4 % 45 "

& ( (

( ! H"

#

( (

( (

<

; .

# (

#

( &

(4)

) ** -" - * - "

" " "0 ": "8 5"

/

'-/ '/

$/

'-$/ '7

$/ 6/

$/ 3/

$/ 37

& $ ' #

:

.

#

1

5 % 0 1

.

/#

#

01

- **

= % ' 7 ) %%

) (

# ; .." &

" % ! < 4 7

% $ < 7 $

( &

( ( &

; ! (

<

> ' ' % # $ % ' + , = $

% ' ' + , >

( 0

( ( ( (

2 &

( < 2

% 6 " ( <

&

( <

( - $%%5"

; !

( <

, ; !(

& (

(

& (

# ; !( (

(

( <

( (

(

- ( (

( (

< ,

;

(

< 2

( (

( ,

5%% 6 < &

0 ( @

( &

( C

/ 2

< % $

° -* ? E -* ? E; "

$! 4 7 .

< /

< (

-* ? 3 -) E

( 5. /

( &

,-) 2

& ( &

( ( ( /

& % 45

-) E ( & % $$

-* ? I; /

(

- -J E

; ;#EC-E" ( G (

D 0 E DE;"

C - -J ) CC-)<K-E"

!

: G - E - ; + $%% L2 M

E N K ? ; (

) O E P 2 E " E 4 : 0

) C > K( N ? : 0

54.<5.4

+ ) Q # + 3 . L# K ,

-, - P 7 $ 4

* 4 < .

+ 0 # C ; ) ) * G $%%% L

K P C # ( -J E : 0 $55

; + .. L; K P C

C : R -J E : 0 .

3 2 Q , - !4 L, ( & ?

P C ) , K-# 74%

3 & ; Q , - $%% L ) ; ,

- ) P 2 @ - 0 , C " L- ; ,-)P

(5)

  

C ! L# 2 G & $% )

P $ #

> $ .< 47

= ) ? LK ( #S

E O P 2 E " - + ; K

K( N K;K" K( N ? : 0

# $%% LC ? # )

# K # > ) P 2 E "

E + C - -J ) K -J E

-J ) -E : 0 $$.

- 0 , $%% L, <- < ;

2 # P E 4 2

-, < # E ( -E : 0

$ <55

- ) $%%5 L ) E P C D K

C 4

- G $%%$ LC ? # )

; # - T : *U'

# > ) P 2 E " E + C

- -J ) K -J E -J ) -E : 0 $

- & ; : ? ; ; 2 $%% L# (

- # U > ) P 2 E " $89

$ * 54! 5$< 7

1 , 3 $%% L, <- , <E ) <

# ) * P 4 :

> ! * <!

C Q A E 3 $%%% L ) P C :

, : K-# 554

8 Q 2 8 $%%% L# - K <, <- )

# # @ ; A - )

C 2 C I ; - P

Referências

Documentos relacionados

[r]

The secondary flow (convective flow induced due to rotation) increases correspondingly and the temperature profiles become distinctly different from those of pure forced

Once the pressure and velocities fields are obtained, the drag and lift coefficients and the Strouhal number are calculated using the Lagrangian force field,

[r]

In this work an optimization procedure is proposed to improve the prebuckling response of crooked beams and plates with arbitrary initial geometric imperfections.. Firstly,

The external solid concrete interconnecting Panels with a core of Polyethylene and cellular concrete presents a lower performance acoustically than the conventional masonry,

[r]

The estimation algorithm considers a Kalman filter with a rather simple orbit dynamic model and random walk modeling of the receiver clock bias