ML050980112

From kanterella
Revision as of 05:52, 23 December 2019 by StriderTol (talk | contribs) (Created page by program invented by StriderTol)
(diff) ← Older revision | Latest revision (diff) | Newer revision → (diff)
Jump to navigation Jump to search
Decontamination Port, Harmonic Stress Analysis of Loop B Port
ML050980112
Person / Time
Site: Hope Creek PSEG icon.png
Issue date: 04/01/2005
From: Bird E, Carroll D, Keating R
MPR Associates
To:
Office of Nuclear Reactor Regulation, Public Service Enterprise Group
References
Task No. 1108-0502-0002-00 C-0142, Attach 17
Download: ML050980112 (13)
v • d • e


Text

M PRR Associates Inc-MR. - .. T PAGE A~exand,

.. ,'.'. VA . 22314,;'.'

-i" :CALCULATION TITLEPAGE

'PSEGNuclear LLC P. Ie'l13 Project:-. Task No.

.vAA kJ' ;sdr e.~. Port

.Decontaminiation .s 1

,l108-0502-0002-,00 .

Tiele: .

Calculation ,o.i

.~jic alysis of Loop tB' Port ,.h.t, A -1; Prepa rer-li Date - .RevkeweI I 'At Approver Re^ No'.-

Dou Ca Iroll -R ob ert K eatin J

-

QUALITY ASSURAMWE POQCUMENT T'this doc ' t *.has_prep e ed, checked,.-a revi e /appr e in a ordance wtth he Quality Ae requirm nts OC R Appendix B a ifiedi the MPR Qua ity A M

.MPR:OA Form CA43.1-1 Fbv;~.

1. . - .9,

MPRAssosdates, lnc.

~320JKing Street

- :Ae ndda"VA 22314 RECORD OF`tREVISIONS Ca'.-;lculation No. Pr red By Checked By Page 2 ittach 17 to C-0y42 . By '

6ed

-. Revision- Affeted Pages .DescrIption 0 All Iniiral Issue number found on each idividual page of the calculaton re'vision

'the

,Note.carries e level of the i.

.caluato at the tRim'ihtp'.e w-as "ffe&t last reVISed.

MPR OA FormnA.1.2'RRov:.O

' ' .  : MPR~i'Associates, I'c.< A!

I "C U,~lMPR' N - 3201Kinlg Street

,Alex andria, VA 22314...

,s,,<,

.-'Calculatio'n'No'. - 1 Prepared.By .'Checked

,,. f ES0 . ec,> .

By Fage.,-.,'

P.,,- .,

. Revision- '0.,'

t .i-.:..; ;L  :  ;-

@Attadh l7;oC-O142 I

> -

Table of Contents 1.0 ..... .... ... ... .

....... .. .4

'.Background 2.0.',,ainok.O  ;...-.-.. ..........

..... ..........

4, O' -od A il~ b c ... . . . ................

. .........'

. . . . . . .;. . . . . ..

... ' .

..  ;,

'.30

-gSui.. a,' of.Results .. s ....................... .'.'.'..:

4.0 .. ...... .

.Analy.c.Appr.ach ...................

u.................. . . ...... .. ..........

.-;i-5.-1 Damp~ng-. -; '- 9: ........-.-.-.-- .;-

- C

',.,O, -:R~ ;6h ~ .'i ,..,.. .

..;-s-.. ;-'..-i ....................................

<.-6.0Re

....... t_ ..... _ . .....  ; 3 6 .0 Results ......... *.t****e***********s****...*.. ... ~ . 10 ... -

  • *1 4

! ~~' '.'.,. . .': . S-.:,, .

1

.

C4

. , *-

t. .. '-- -1 F _,i x, .... 5 , ..... a.4-'.-:'. -* *j-;r*_

J C5 9

. . . . _ . .

MPR AForiil: O-3.i3. R64.'O MPRQAF&m QA.3.1.2.Rt,O . .- - .

...- , , ... -:..' I..

'MPR Assocates', nc..,', .

-320 Kng Street -- -

1.>

'MPR d 6 *Alexan-driaVA 22314  :,

Calculatio'nNo.

Attach'17;to'C-0142. .Revision '0

- 1 0. - URPOSE -;,!-. TO.

.

, The purpose of this calculation is to estimate thealt'nat gste ss atthe atc int weldf the ^ a- 4'

-Hope reeketorRrciculiation oop -'Bd 'ct in ionot'for aunit inup sin us oid

.i . The niet eld & developed a c kd ing plant' e'ation'.-

hittiac Li U2.0 -- BACKGROUND faileddecontaminationportslocateonte

... .;

bsuction side f .'lie'

.

a to' ecivlati

'Pmp' within-the isolable sectionofReci 1ltioii piping.'The potis designed'o beused

.i'. rd u entn g origutag to fi ishwateithi~ e R ecirculattonipipin .Du thf ng or apl t

'. ope'at~io s, the port'is sealed wih a boiledbla kflange.'--'-,,' : I - thec ...  ;:. .' .'..;;" '!

tl' snF; -;1- 1i i The f i ;p s- TF p-o-indicats tesig n ck loc tio..

el

.i ,,.i the R66cu D .k F;gure 2 2; ooe o

- MPR QA Form: A3.13:1Reo.tO

iWR QA FohwQM.1;2-;Rtv1 0

7<

.

.

3IPRAsociates, Inc.

MJ

-MMPR' ,4:

... .

.I 2 King Street

-"AlIexandna,-VA 2231i: -

.Calculation No. Checked -By Page:,.5 Attach 17 to C-0142 -, .Revision: 0

.~r. ..' I

'.3,0 '

SUMMARY

O RESULTS

  • a4 The-'.,' alternating stress is'3 ksi for an su d 1 g harmonic vibration at thefirst mode natural 7'...

"." ;ue'ncy.

4.0 ANALYTIC PROACH

': -: ';-i.h "-Ip- 9s-s -;  ;; .: l , rin.i ;c

'The alternating stressiwassdetermined by.a haiionic forced response analysis The'harmonic

- .aialysistechniqueixi d'to'determine the'teady-state forceresponse of alinear strctue^ to' a' load that variessinusoidally onic ly)Whaifi time; A unit sinusoida (haonic) load'ofl g;'

' was 'piie p the at first mode naturalfiruency of 122 ferene 1).Thehamnic ana ysiseis

' linear' conseq u'entlythess rs ts i'm 'this'clculation can'be ratioe to sinusoida input 1g;--. ,olevelsotherhh:- !'.--

.The'analysis wasperformed wit a three dimensional finite element model oftheport'and.a

seton of the Recirculation pipingTe.' model reprsents one- half of te Port ta e of

.synn.t:y'jthrughthe port' aisThe m'odel .was develope with the ANSYS compuitr program

(Refere ce 2).Te soliimodel 'of the'orig'inal'asbuilt"confguran rs own in

-j T-Figur 41;the' finiteelement model isshown'in Fig 4-2 T'hefiiteelementmodel'is :

.. .'docuniente'd;inR'eference 1.'s'il "' ~;
  • I
-'  ;';
, Z ,. [ . .'~

j,,r ;f -

  • II
' '; . ' '-' .. ,'N. .' R . ' ' , - ,': . '. i' ,. . .L ' - ' l,

,MPRQA Fori: ;QAaA3.1-Riv.O MPR QA Fomr: QA.13.i Riv.O0

['.

.,' . , - ., i

-MPR Associates, Inc. ->; -:i PR.,.. .320 KinStreet

....f...... . AlexandriaVA 22314 calcula 5on No. ' Checked By. Page 6

At 17: to C-0142 . . vl.

.

4i . -> '~Revisilon 0'.15,

.4 1

  • 1
. '  : 1 ., .;.,,.:.l Fig'ure41i oi Model for 0rldinal D'contaminatoio Port'

-4 , f S<g .' -.

'F' , atS,

' " 0 ' R', #'.,,: 7" " Lz' w"30ti.4 J

- . ';.v.; ",' " "; .', '  ;" p.' " .'

>', ' ' , "" ., r ' ', - # ,t ' ' . ', , ' ' ' ' ' ' l-

a. .4

. . 4 , -" '

MPR QKFOM- QA-3.1-2, Re. 0  : .- F- R MPR QA Formi: 'CA-3.13-, Rev. O

-- .. A, .

, .. . - 1 . ..

. '! 1- . ,. I ,:. ': : I.- 1>

" , , -  : . '. i -l I I ;I.II -

-,

-

,

-

-

A!;;P R- ,. '  ; , - ,'MPR Assoates, Inc.

1, CalculaUot, Nd. Prepard By -'Checked By Page: 7 47 "Ataich 171to C0142 Aevii Revsio  :- -,-

I '1 4;

S.

I I

1 Model forOriginasl becontainauon Port F~gre4. inite Element MPR Q F: QA-3.1-3?,Rev.-

v--RQAF.n' QA.ZR .O I.

.4 a

..,: I . I , . aI . ... . . tPR 'QA FOrm,:,OA-3.1 3'Re;i.'O

.-......:mpR'QKF

,- - e.

'QA:-3.1-Uiv,0 4'_ -

MPR Asso'cates, inc.'-

.. ,..

320,jKing Street' , , ',;s k6exandda,.VAX 22314 "Calculation No... -pf 'ared By.-

, 'PepardB,-.',, , ". 'Cek',B By 'Page: 8 'I Attach 17 to C-0142;: RevIsion: 0 41 F Forasinu oidldis acemnent withthe form:-,

.44.444 4441

  • .s.-  :  ;. -i.;

44444 Thevel1oifis: k..i.s . ... .. .. .

4 And te accelerattons

.1

.To determine the sinusodal displacement at a frequencyf 122 hzthat will result n an- 4..'

acceleration f 1g. ot that. .4 1

4444 i

-

-;'

, ,-. ,. ,

1

  • 3-86.4 z4~e

,j..!Ii=

sisoidal di

.,

=;- 0.00066 inc t

-Al=A(J2) 4 s

I sacemen of 0.06 nhswasaapl sonin ]Figur 541

-das

1

.. 74 4. .

__, . , ';;_-

.4, 4

. ' 4. ' ' ' . ' 4'r . , .. .. ' ,. ' ,4. , , .

I 44.4 MPRQAFOrm: QA.3.1.2.Rv.O' 'MPR QA Frm: MA RV.,0 44 4 4 4 t I, .4.44.4..4*

MPR ssocates, inc.

-AIexandra,VA.22314.'.-' '

. 'CalWalaUonNo. ', ' pddBy .Che k`edBy Page: 9.

Attchlto.-O'C,142. ,Revisio: 0

  • I

-1 r wt Jl Dispa ements Displacements uy and uz) setto ero

  • I

.nomaltothis.,fa'e'---, '4 4

('; ) s- t to zero!.ic p dspacement tuxe

',,-appliedoin this face-~"

  • I

,:5.1 .1

.

S

-

. .-t e'-w::

%

4 .. ,

4 4 51 Dap ng Reglatry uid 1.1;Rferenice3, prov'i es rccoiiimmedddmigvle4fr`ini~iiyi ofipg ysems. Basd onth inoi mReerence3 a dajping value f1 in a sdi thie harmonicanalysis. .,,.

'*'I 1

.11

. . . - , . . . .

MPR QAF m a-3.1-~3 A ,Ov.O

.

MPRQA Form:. Q-3i1-2;Riv Q

11., . 1,

-. , . i - . - " : il- . II.:. 11-

. : . .1, I I ..  : , . . I . .  : . -, .- i.,. :,;:- --

, . 1: . ... ,, ...... ;., -

,. .  ;: - - -, i -, -. L-. ... I .

[<:1.: - 11;  : .,.,- , . - 1 :,,,  : ,i - - , ,-, 4 .- . I.Iei A

PR. - . .- . - *Klh e;. .dayA -214 Atah'oC-0142 0 / ,4 -. ~ ., 4 C:~ ; .. Rejvisfion: '0 t0 6.0 RESULTS T.he>stress a ysisim tssare provided in lor ontou p Figure

Icomponent in the direction of the dontamination iine axisSy is shown. his stress component-

-is in thecra opening direction.> e pek st. 'lt e ben 30 ksi a - si. Te:

.-
stress ange is theefore 606ksi and the lterniting stosis n-alf of the stress:rage or30ksi Fig shows-the8 profe h hthethickness of the n pipe wall he- 44*4 stress varies from 3.6 ksi'on the pipeinside diameter to 30 ksi on the pipe outside diameter. .

-

'; '4 ', '. ' . - ' 'C ','-

I 17 :55 :56 4FMCO-422. 84 -J (AV.) .

4

.-~ '041673

.,S X

-29967,

'ASYS A8 m

-~2_9967 C

. -.4 4444- .. ~. ....... '; dC -2308:

..... ,; '.. ;........

... ..4...4.

... .

... ........

~,-16648 3-330

. j,:z >;,, '>.4.{., 'j;.

,-F 3,"i9989 2005. .,1

- 42308.

x.4 , -

'.4 444

1 Fligure 61." Stress Inthe CrakkOenn Direfcton', S

.MPR QAFoini: QA-3.¶-3, R2v..O

  • MPRQAFormn:'QA.3,4-.Riv.O 44 44 .

44

. 4 4 4.

mha ...Ch. . d MFPR Associates. Inc

.: .

.'320 King Street

.,lexandraEd -VA 22314

..Calculato No ,re;- I.By.-;9  : 4P~age:^l~: 11f

...-.. , a. -:- -: -...  ;. .. .

-Atth 17 to C-0142 -t Revision: -0. --.

~~~~~~~~.4 , ,.44 -:s '

...., .. _

.

17-:56:00' '1

Through-Wall-11 'STEP-1 4 'I 44 "StretssProfile I -14 4This Locaton E-017

.04-29673*

K.

-MC -ii29967 SME)B-35811

-.-729967

- .:-23306

-16648 .1

'23308

  • I
  • 9967 E , .r........
  • 1 4

tFlguie 6-2. 'StressIn' th6CrackWpeingDirectoSDti

.14j

,. .: ...... 4fq ': . 4,.

,  :- .

  • I

- I

  • I

' 4!

4.4m' 4 44!

  • I I
  • PR A' rm Q A l Rev.-O
  • 4 44 MPR QA Form: tA.3.I.Z Re'. 0 4 4.. 4..

' ', ',1-i -^

, 8 ..

} . ' ........ . . .

F; .  :  ;'. .. * ' *

.,>, . ...

- . . . :f - r ..

-MPR Asi aites, inc.,.

, .-- ,,, -, . .. .

. .. + .

320 KingSreet -

. l . -

. .

. - . , -u 4 , , ,

~~~~~~~t  : -- -I... . - j;-

,-,-

.::-

,:

- . .- .:,

- i

-,exandia, 'VA 22314`;

anddWt. ,,A,>';°  ;,.

CalcMUlaio No. i:. ' 'Prepared 'By' '"-^ -^-:;'. .--':.-.- ' .CheRi'd :lBy' --'-- i :-'.-'Page:' .12; .. t.. 1,1-1 t C-0142 .

Itth .'.' $,.S-',;.'.e,-,:.:

. -. f . , j , - ,. ,,,> f.> .'  ;'.

....Rt'.'&

. 8;- < ' t.='

Revision: 0

_______________________________ '

¢...,.,

1

..

I 3 5. . .0,

,~~~~~~~~~~~~ - - - - - - - .,- - - - - - - - - - r.n,.;._:

-....;

<r.+.,..;-

30*

1a Lg L. -. __.,, Ir'-

.1 g.S~~1i

1. ,, ,,,! ,,,b". ,

oslt'LS -'-10

't;

' .1

~46 r 5 (r> t 'I

%W Iit^ .3 q *;

II

. .; I q I t~. ,-,-.:...--I-;----. ,

  • tt
    1.i '&5. -. - - -, .  ; ... .. .. .. . 1 F

Li - PQA Foft QA.31Z c.

7 ... .. .

MPR OA Fofm: QA.l3.13,Rev. 0

.2 ... ............

- MPR Assoiates, lnc.'-'

iA  :'-320'King Street-

P:j-Aexandnar&VA 22314.

1'

-1 r~K _ CaIculaio No.

,.'Attach'l 7 lt6 1I2 l'i' Pepa;red--'By' Chec -B lReV

- 13 Page:

' i-,

70 'REFERENCES . . ..

PPRCakl-io .' ,Aft c-6to'.........

'-1.-,'fioh Y...,..f-6.

o-oC0142;,"~NaiutraFPrequ:e'ncyo~o  ;' Pr evson' 1.

-2. .Teteitiidelanwithth ANSYS Fiiwte ElIemet

. :.-AhAnsis p'rogram version8.1.:The- AYsis was perform'edon 280R ser ing

.:;'".'tbeSolaris:8 operating stem.'eh SS tinstallation verifi atioi is doc entd'in

_ \,.tA-:Q 8,141.'. .: .  :; *

. .3. u Guide1.61, "Dampngs or eismic Design of Nuclear ower

-1 4 Computi'ou files 1108 05O21 and iO65-6b-2-2

I '

1

.1 M  !

Q Form.0A4. R. 0

^ ~ ~~ Xj ~ ~ Z J

MPROAForm: OA -3.1.-3, Rev.,

-'MiRQAFornn. QA-3.t.2. Rev;0

, , .:-. ,, - .. ': . - : .

.

1,'o '  ;<

. , ., ,I.,,.,, , , ,-i.

Retrieved from "https://kanterella.com/w/index.php?title=ML050980112&oldid=2289000"