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General Disclaimer

One or more of the Following Statements may affect this Document

This document has been reproduced from the best copy furnished by the organizational source. It is being released in the interest of making available as much information as possible.

This document may contain data, which exceeds the sheet parameters. It was furnished in this condition by the organizational source and is the best copy available.

This document may contain tone-on-tone or color graphs, charts and/or pictures, which have been reproduced in black and white.

This document is paginated as submitted by the original source.

Portions of this document are not fully legible due to the historical nature of some of the material. However, it is the best reproduction available from the original submission.

Produced by the NASA Center for Aerospace Information (CASI)

(2)

FxF 11

1

00

Transmission of Sonic Boom Pressure

through a Window Vane

Report. No, e

Grant 1\1 r, - 33 - 013 - 039

r

tional Aeronautics and Space Administration

t Novembe

r

1970

i

9 . j 44 CY> jot

SCHOOL OF ENGINEERING

DEPARTMENT OF CIVIL, ENGINEERING

C

O S

k1

lf^.'7

10 (ACCESSION NUMBER) (THRU)

O

(A. ) (CODE)

J

Q (NASA CR OR TMX OR A NUMBER) (CATEGORY)

A 4

(3)

a

1

1. Introduction

in previous studies C of the effects of sonic booms on

structures, the structural elements were assumed to be subjected to

the outside overpressure. Actually, a certain amount of energy is transmitted. to the interior of the structure and exterior structural

elements are subjected to a net pressure equal to the difference between

exterior and interior overpressure.

The computation of the actual net pressure would be a hopeless task since the interior overpressures depend on the multiple reflections

and the absorption of sound waves bpi", walls, floo.^.s aad ceilings. As

an approximation of the situation near a window, the case of an elastic

plate set in an rigid, infinite baffle and subjected to an N-shaped

sonic boom normal to its plane was studied. The plate was assumed

square and simply supported along its edges

Related studies in the literature are by Morse(2) in the

study of the transmission of monochromatic vibrations f

rom

one

acous-tic medium to another through

a circular

membrane set in an infinite

baffle and by Q'Callahan and Madden (3) in the study of the interaction

of a free stream of an ideal gas with a circular membrane set in an

infinite rigid wall. The former study was by a variational method

while the latter used finite difference equations.

(4)

2

2. Nomenclature

- area of square plate I

a

.-Y

radius of circular plate

c

=

speed of sound in air

speed of sound, in pla'.e material

Y

c

g

D

=

f

lexura

l

rigidity of plate

E

=

modulus of elasticity of plate

9 n (t) =time factor in normal series expansion

H(t)= unit step function

t

h

-

plate thickness

}'

k

-

wave number in air

TT

L side of square plate

k

p(t)=

free- f

ielO

pressure

P

=

0

maximum overpressure in p(t)

Pint=

interior pressure

a

pext= exterior pressure

9 _

p

ext -' pint

q mn = coefficient of q in normal series expansion

R

R = 'G/T1 f

r _ distance between 2 points in plate

T period of plate E f t - time w

=

plate deflection

Wmn ^x^ ^') _ normal function

.

X, y

coordinates

6t = time increme

nt

wave length

(5)

f

3

yr = Poisson's ratio

TT;, = power transmitted to the interior

TO = power impinging on plate

^a density of air

9

density of plate material

-^ = sonic boom duration

W circular frequency

(6)

r

4

3, Formulation of the Problem

The equation of motion of the plate is taken according to the elementary theory of plates. (4)

.r

where

w

is the plate deflection,

D is

the stiffness of the plate,

h its thickness and

Sg

the density of its material and q = pext - pint the net pressure equal to outside pressure minus inside pressure.

The net pressure is given in terms of

the

pressure rulse

p (t) and the deflection w (x, y, t) through the equation lil

(x

2

(t^

ppW (X)y, -

r-c d.x

'

d.u3'

(2)

where

A

is the density of air, c is the speed of sound,, and where the a

integration is over the area A of the plate. The pressure

pulse will be taken as the familiar N wave

(

Fig. 1)

Pi

t

)

P

n

H Cz t

(4)

where H (t) is the unit step function

The initial conditions on the plate will be taken as

w ( x Y,

0

)

=

w (X, y,

O)

n

(5)

while the boundary conditions are (see fig. 2)

w

(o,

o,t

)

w(o,

L, t

)

w(L,o,t) w(L,L,t) o (^) 4. Solution

A numerica

l

solution of the problem is obtained by using

finite differences on the time variable and the normal mode expansion for the space variable. The solution is taken in the form

(7)

WN) t)` z WI'V)Of

,y)

9 Ct)

(7)

e

r

5

where Winn (x,Y) represent the normal mode soh vh^,X sin n

L

with m, n integers

Using the mod.al representation (7) and. the orthoganality

of the normal modes, the equation of motion of the plate

re-duces to the O.D. E.

m r

S

(X, Y)

where

Wmn is the circular frequency associated with wmn ,.

I

and

4 ^ ^t

which, by the use of (2) can be written ass

9MV = T^"*) —

6 / ..

44

S^V) VM MX soh s^^ut-►k's^v,s^ 9us ' r^c dxd

akd

Z^

(9)

^,

s

^ L ^- ^

r

y y where

p

if both m, n odd

mn

n

hnh

(10)

0

otherwise

and where r is givF.1rx by (3)

In obtainiing a numerical solution equation (7)

is

_solved by finite diZfer

ences

ands in using (9) to compute

gmn)the summation is truk,cated while the integration is replaced by a summation,

a

(8)

5. Numerical Results

The case considered was that of a glass pane with

u

L

h - 250. The relative densities of glass and air: were taken as 2.5 and 0.00129 respectively. Numerical results were

obtained, for two particular values of R

T

viz R 1

1i

R a. In both cases the series was truncated: to its first

term. In solving the ordinary differential

equation

(7) by

finite differences the time step was taken as t _ 1 L

10 c:

i.e. one tenth of the time required for sound to sweep the

plate. The following recurrence formulae were used.

5)

z

rr I^

+g(t-

24b)

w (ll) ^

combined with simple two-term formula

,

for the first two steps.

The results are

presented, in the graphs of Figs.

3

and 4 in which the values of

q%A)

and

(t) P

11? (o

L 111(

o

) 9,►

are plotted as functions of Results were obtained for

T

si

,

values of t up to -2.0 since little departure from periodicity

li

is expected beyond this value.

The computations were carried. out at the City College Computation Center on a IBM 360-50. The most time-consuming part of the computation was the !evaluation of the quadruple integral occurring in equation (9). The total computation time for each case was ten minutes,

OF

6

(9)

^ .

6, Discu^ssran

It is clear from the graphs of Fig, 3 that the

mGi

,

jor ec^ntribution to transmtted pressure occurs immediately

following the d.iecontinuties in the pressure :pulse. A

comparison. of transmitted. pressure. due

to an N^wave and tY^iat

due to a step pulse with the same initial pressure rise 3,s shown in Fig, 3; the two cures ire hardly ds^:ingushable.

The transmitted pressure seems to build; up almost linearly to its maximum at time 0,7 ^ which is approximately

the. time required fora

sound:

wave to travel from the corner

to the center of the square plate. The magnitude of the ^naximu^n transmitted ressu a can b -eu hl checked bp

r

^^^' g y Y

assuming that the acceleration r^maix^s constant and equal to

q^o^

and that the plate moves as a rigid:

.

circular disc

4h

of radius

L

Application of tYie integral in (2)

.

yields trie

2

expression

(12)

?

P4w^.

^ p

^ 9 ^^ L

q^^>

quo) ^

2

pa ^^ h

;,

.:

:For the numera,cal values used,. this is equal. to O,,1^9(0) which

is of the same order of magnitude ae the value of 0.07(^(0^

ob-taned.from the graph, If instead of assuming that..the

plate moves. as a rigid disc, a cosine law of acceleration vari-^

ation is assumed with maximum. at the:-center and varnishing at

,^ ,^ . ? ,,

. .; the edges, a value closer to the computed value is obtained viz

s ^ 2 P^^w _ ?

^^. ^ q ^o^

q ^o^ ^

2p^

(13 ^ ^r ^^ h

yie ding a value of 0^085(^(0)

a

k' " i,

u

(10)

^^

t

Y

w

The magnitude of the: computed. maximum value of the

transmitted pressure is quite s^^all (0 07

9

(p^-= 0. t3'^pp

o

) eorres-•

2

pondi.ng to a power transmssio,^^ ^,oss of about ^$ d8. Yet actua3^

measureznenta^^ ^ of pressures behind.. plate windows subjected to

.^

sonic booms seem to i^z^d.:tcate transmitted

.

pressures of the order caf

t: ^.

0, 5p

o

ox transmission losses of about 6 d:3,

Tn investigating th

y

: reason for the da.screpancy, the

transmissioc^- lase for monochromat^.c pulses in two models will be

com-pared with. the txansmission loss of the f^.exural panel here considered, The first. model. shown. in F^.g. 5 is the one dimensional

r.

slab of thickness h with the pre sure pulse transrnitt^d from

one .side. to the other. The

power

ratio

n^^rr^

is gven^^ ^

by the followa.ng approximate formula, valid if, as we assume that..

the wavelengEh in the slab is .large compared. to h.

a 4 ^' 1. 4

Sa

C

^ 14 )

z s

a

'^ Say. _ .

^^ For frequencies betwc^tn 20 and a00 H2 and a glass thickness of 1^4

p ^

in. , the transmission loss according to thi. formula wca^uld vary

^^

between 7 . F d.B and 27 , 6 dB,

t

^' Thee second model shown in Figs. ^ is a rigid. circular

t

-piston of radius a set in plane baffle. Usr:g the asymptotic

'

, " ^

expressions of the impedance for high. and:: low frequencies ^^ ^` the

:,< ,^'

•,

following expre ions are found for the power. ratio

,,

-;

For ka = Ga >j ^

-^

TS' _ ^ ^ J _ _ 4 S^^ 2 ^ 15 a , ...

^

h

Sa

n

ka

_. __ u^.,^. __^ ._

(11)

r

For

ka = ^a ^^, l

(sad

^a

z.

4

_

g

^ (15b^

^..

2

sp

a.

3rr

Tt

is int^sr+^stihc^ to note that the. power ratio f

e

ar the rigid piston

tends to the exprresson t4r the one--dimensional slab ^o,r high

fre-r^uencies

and to

an

expression s^.m3,lar to that of. Eqs. (12) & (13 )

for low frequencies. Zt thus appears that for

low

frequencies,

t'he approxi^tate formula (13) and therefore the calcu^.Lated

trane-miffed pressures are verified, Fc^r higher frequencies the tran®-mission loss. seems not to depend on the

^/h

Thus the lower transmis ion. l^

Edwards Pair Farce

Base

tests (6) mush bc^

hood that in the test ^xame houses much through the roof and wall panels rather

ratio ^/h brut rather

an

saes

mt^asured at tfis

attributed to tk^e ll^el^

of the energy is transmitted than through

the

windows..

.^ z

An indirect proof of the above statement lies in the almost

non-

r existent correlation-between the p

y

"late gYass window displacement

4{

,^

(which. were measured- by strain gages) and the internal pressure

^^

(which was monitored, by a microphor

►^) in

its

immedia tc^

,

vi

°cirxty

C

6

i u

^ + s.

(Fag,..

G23; G24; G25') subsequent

to thc^ passing

of :press°are

w

-

ave

,

One last remark may be m^^^de concernng_^q. 12: zt

,`

might

at_ ^^.rst seem. strange 'that tY^^e st ffness of the plate .does

f

°'^;

not. enter this formula, If, howevt,^r, it is remembered that the

^^

^

^^ derivation of the formula assumed .ta constant acceleration.

po

^^ h

during the: . time it takes the sound to travel -the span L, then it

is seen that the stiffness will ncrt affect'. the result provided

i _

that the fundamental period Uf ,tha^ pa rye T^^ i s large comps r^Qd to

c

This seems to he the:.. case foz^ ordinary` window panes

_.

_g _^ _ _.

(12)

t

^. U

price ^.^ rec^^^ceo, after same z^anipxx^.ation, ^o

... -- -^--^ ,^ ^ (16

Cg

where ^,^

^^ 1_

{

or, substituting numerical values fore glass;

h ^^ 1 4 , '3 ^ 1? ., Ir ^ ! ♦ ^., i,' r:: ._. +n^i. ..

(13)

+ti

z °

^ t

^', eQncluS

o

ns

The pressure transm^.tted through a square window for a normal- NWwaue has been. computed. under the assumption that the

win^-v

dow is ^e^^ in a

xig,i^ b^^f1e, Foxe usual. d^.mer^sor^s file pressura

tra

nsrni^t.:ed had small .mac^xaitude (about ^,0;35t^(Q)^.

A simple ap^aroxmate formula, was de^relope^^ (Eq. l3) which

can b^ used in most cases commonly ^ncountered^ in practice.

The computed transm3.^:ted pressure are much less than:.

tY,e internal prc^ss^ure measured in Frame houses during sonic boom experiments. Tt is believed that the discrepancy is due to trans-m^,ssion of pressure through the areas o^ wall and r^ao as well as

w

^. ndow s

r; ;-R ,. _^ I ^ ,, ^ ,... .. ^^. ^^ _. ^^

(14)

n

4 * e J

^^

8. References

^. ,

Cheng, D, H. end Benveniste, ^'. E,

Dy^lamic Response o^ Structural, Elements Exposed to Sonic Booms

NASA

CR-1281, Marc'^n

1969,.

2. Morse, P,M, and Inc^ard, K.U, °

Theoretical Acoustics

McGraw Hi 11, 1968.

3. O^

Callahan,

J.C,

and Madden R.

The ^:nteraction of a compressible fluid and an ela$tically deforming boundary,

P^^per No, 70-75 AIAA 8th Aerospace Sciences Meeting, January 1970.

4,

Timoshenko S, and Woinowsky-Krieger,

S,

Theory of Plates anc^ Shells

y

2nd Bdition, Mc-Grave .Hill.; ].959,

!^

5.

Craric^,^11 S.

Engineering Analyrsis

McGraw Hill, 1955

6^,

Sonic Boom Tests a Edwards Air Force Base Interim Report 1967.

7.

Kinder L.E. and Frey A,R. Fundamental of Acoustics.

(15)

x

13

Appe

nd

ix

Derivat on of Equation (2)

Let tine Fourier transform; of a

time-

dependent quantitx

;^(^) be denoted by

00

,^ _ ^ - ^w

x (w^

x ^^)

e,

d.t

_^

Then, in the frequency domain ^J , the transmission problem

shown in Fig.. 2 reduces to finding

^^Aext

(x, , f^ z, W) def fined

fc^r

z < 0,

p

int.

(x, y,

^, ^) defined for z > 0, which satisfy

A -The. reduced wave equat,ionz

:^ -^ The

following boundary conditiv

►n .for z = 0

.^..

_ .^. ^. 3

^a ^..

^a ^.

o ^ ^ ^ ^.

c 19

^(^

Z

,^

Z

otherwise

-. -• xhe following rad^.ation conditions: The solution

^.

n

pint corresponds to an outgoing wave while the solution p

ert

con-tams the wave. p(G,^)e^i^'z travelling along the positive z direction,

a . wave travelling along the negative z direction, and an outdoing wave;..

Using -the. properties of t1^e Green ftxn^ction for. a planes ^ 2

`;

it can be seen. that all conditions A,B,C.are satisfied by `

,x ,^ ^ - Lk Z ^ l ^t

s

2 ^ °^^ ^ ^

^^.

x^

=

^^

W

)

P

^

^ p ^W^

^

^- 4w

^cK^^^ ^^

e

dx^,^^

coo)

zn p

,^

Lw

Q

2^r ^

y

a ^

^: ^3. -a ...,^: . ^ .. . ^. _ ^,1

(16)

5 S

y

14

where R = (x ^ k ^

12' ^

^ ^ ^^ ^^`^+ "^^"

an

d A is the area

of the sg

,

uare plat

Since the conditior,.s A, B, C define a prob^.em having a

unique solution

.

,

the above formulas

so^.ve the transmission problem

n

3.n the frequency domain in terms of W'.

Py the definit^.on of q one finds from (^0

^ ^^ W k^ ^ ^`^ r

I

^ C21)

n ,^, ^ ^^ x

` ^ i^ rnm the well--known diFterentation and shifting

(17)

P, t r D F^.g. 1 N ^

wave

G ...^..Wov e. ^ row ^"

(18)

1 • i _.,.. { ^^ _^ ^ .^. c-^ f I 1 ^^ .-i 1 a ^ ^ ^ -J M !1• 1 r ^ _^`..._..__...^__ ....__ ___ .^ Q • ^^ tr, 1:, 'L^ _ , to ^ i1- ^ -j ^ ^ m ~f♦ 11 '"'^ .0 Gr I ^ \ ^/ ^-i ^._.____...^^.__._. __... .._. _., t _ - __...^ ..__ 1.1 7 \ ^\ / (J --, Q' w

J

^ r^ ^ ^ ^ { N '^` a /^ ^ r/ ^ ^ i I .=r ^ s Q) .._^__ .. ._..^^.._._,, ^Y___.^_,. --- -^ --- J.^ t ^^ i I i Q ^{-^ ^ 1 ^ / ,' ^, ^ Sri ^ ^^ ^^ C IS ^ i Sri

/ ^

I i^ -, ^

^'_^

C ^ ^ ^ ^ ^ ^^ I ^, i ^ : ^, .N ^; ::. ^ ^ ^^ ^, .r J Y^ L ' L^ +--{

(19)

ti -^i _..^ - — —^ ^^

^

^

^^

f j^ U ^ :^ ---_t^--^ - - -Z -- ^

.-I

a' ^ `° i _ _ ^ _^

L

__ -*- - -- ^.

^,

/

i ^

,.,

^ ^

\

^-

1

u. i T` ^^ ^:-^^^ ..t.._...__1_.__ _ ,.^ ^ o c.^ ^ Lo •^_ N .-^ o 0 o O .-^~ ^^ -^-y !^ I .' ^^

w o

> . ^ ni

^ ;^

_^ _ ^ ^ O

I

O

I

—?—yG^,,,^' -- -^

^ ^

^ ^ {I ^ ^^ s - - ,.^ ^S oo G O ^ ^ ..-a ^ e

1

O

c^J •^-G O ^ ^ t i i ^^ v m s ti 0 u^ ^^

7

u; u^ v

a

^o .,^ n E-^ w

(20)

r

i

^.

WavQ. ^roh a ^^ .,^:^... ^^.,.^,,. ,,...F^..^,...,....d.^... , h ^^. p^

Fig, 5 pne^d^,^rtension^^. S^,a}^ a.n Acous^ie Medium:

^_.._^...,.^.... r..,...^ .,,^,.^, ., ^,..^...^_

.,..r,., .. ._.^ ^..,...,^

P` s!- c^h

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