• Seismic Design Evaluation Of The
Palisades Nucelar Power Plant
• s1os110536 8Io863\ · PDR ADOCK 05000255 P PDR ·
Unit 1 Main Components
July I 1981 Combustion Engineering, Inc.
Windsor, Connecticut
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•••
Title
1.0 PURPOSE
2.0 SCOPE
3.0 METHOD OF ANALYSIS
4.0 SUMMARY OF RESULTS
5.0 APPENDICES
Table bf Content~
A. REACTOR VESSEL REANALYSIS
B. STEAM GENERATOR REANALYSIS
C. REACTOR COOLANT PUMP REANALYSIS
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PURPOSE: This report presents the results of an evaluation of the reactor coolant system main loop components for the effect of higher seismic accelerations than used in the original designs, in accordance with the findings of the Systematic Evaluation Program reported in NUREG/CR/1833.
2.0 SCOPE: · This report provides results 6f analyses of the Palisades Nuclear Power Plant Unit 1 Reactor Vessel, Steam Generator, Reactor Coolant Pump and their integral supports.
3.0 METHOD OF ANALYSIS: The original component stress reports were utilized to determine the areas of maximum stress. These stresses were then recomputed using the new seismic accelerations. The new resultant stresses were than compared to allowable stresses to determine acceptability. For the reactor vessel, analyses were performed at the outlet nozzle, the inlet nozzle and the support lugs. The original stress report did not separately list the input loads for pipe· rupture and seismic; the two were surrmed. To be conservative the sum of the pipe rupture and seismic 1 oads were ·increased by the largest ratio of new seismic acceJeration to original seismic acceleration (i.e. in the vertical direction .34g/ .• 312g). For the steam generator, analyses w'ere performed at the primary structure (support skirt) and upper support lugs. For the nozzles and support skirt, new seismic loads were generated by applying the new seismic accelerations ( .64g horizontal and ·.49g vertical) to a computer model of the reactor coolant system utilizing the
·MEC-21 piping flexibility analysis program. For the upper support lugs, the original seismic loads were increased ·by the ratio of the new seismic accelerations to the old seismic accelerations {. 346g horizontal and .133g vertical). Resultant seismic stresses were combined with the pipe rupture stresses at the inlet and outlet nozzles. Seismic stresses were considered alone for the primary structure and the uppe.r support lugs. ·All resultant stresses were then compared to the original. stress allowables • For the reactor coolant pump, the pump volute, inlet and outlet nozzles and support lugs were investigated. The original seismic stresses were increased by the ratio of the new seismie accelerations (l.27g horizontal and .34g vertical) to the original seismic
• accelerations (.55g vertical and horizontal) the maximum stress intensities were then conservatively calculated by adding the new seismic stresses to the original pressure and thermal stresses. The combined stresses were compared to the ASME Code S:ection III Par. F-1323.1 allowables.
4.0 SUMMARY OF RESULTS: At all locations the new stresses resulting
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from the new seismic accelerations were less than allowable stresses. The existing designs are therefore capable of withstanding the new seismic accelerations .
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PA6~ A-I~
5.080 INLRT NCZZLE (PART I)
I\. Abstract
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Th.l:;; a11alysls presents the structural evaluation 1.">f' the inlet noz~le.s for d~slgn coridi tlon~. Stresses· con::)ider~d are th1.)se r~3uJ t I 11g fr·l"•m in t.ernal preSl:!UI'e, pipe I'~Jct 1011s, support lu:.Hi.111~, a11d enrt11quake loadl11g. (s .... ~~ t•heet.:J A200 thru 1\222 of /\ppf~11cUx I\ J'CII' dt•la.lled :rn::ily;~Js.)
B. Gc~ometry
---J..,, _ Nozzl:__ _
Cut 3 Cut 2 Cut 1
C. Slg111f1cunt Results
The reuctol' vessel ir1let nozzles are simultant!ously acting design loads. determ1r1ed in this analysis are less bles.
J Vessel .,
A .. A,, I I \ \
l I D \ \ ~ J--+:--:.1:.l
a.~ 1lt ~ 10,, ,...._-G-=~li \ \ I I
'~/. ... '"'""~--~-8L. e,,,
a de qua te to withstand the· All stress intensities than the required allowa-
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5. 080 HILE'J, NOZZLE (PART I)
c. Sig11.if'icant Reaults (Cont'd)
., ... , __ .,
'l'he most cri t.lcal ~eneral primary membra11e s t.ress 11°1te11s1 ty in au itrlet nozzle occurs ~t Cut "l". Th18 s L.ress l11te11;:;.l t:.r of' 13. 75 ksi (see 3h. A218) is less than the Sm allowable 01·
17. 4 ksi.
The most cri tlcal g;~nerctl plus local primary st:res3 intc113l t;-.· in th1~ no.zz.les occurs at Cut "3" (see Sh. A220). 'l,hls ~t.l'e·~:..~ lntens1 t:r uf 12. 7 ksi is less than the 1. 5 Sm allowable .._.,f 26.1 ksi.
The most critical general plus local primary stress intensity in tne vessel wall occurs at location Bu (outside) of inlet nozzle No. 4 with the friction forces acting radially du r. This stress ·intensity of 39.4 ksi (see Sh .• A22a) is less than th~ 1.5 Sm allowable of 40 ksi.
D. Discussion of Analjsis
This calculation demonstrates the .adequacy of the main coolant nozzles to serve a.s vessel supports in addition to perforining their primary.func:tion. The nozzles with support pads support the dead weight or the vessel and sustain the loads due l.(> pipe reactions and earthquake.
The 3upport n_ozzh·s have flat pads .integral wl th the nozzles. The ~upport pads :ire assumed 1D be free to move radlallv on the
. ' M
bear·Jng plates but guided to prevent rotation of the vessel •
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·DESIGN M.YFt .• 6F.>)ltZ fl. 7q -1. 7'( +I. 7q -1.1q +I. 7'f -/.7q +I. 1q -J.1q
ax· PIPE i N1My/R!P· My/R!.Pt. ~ ~ ~ ~ +0.24- +0.24- -0.24- -0.24 SLJPPORTMYMy/RmP·6MfRmPt2 --........._ ~ ~ ~ ff- J. 33 -1. 33 -1. 33 t I. 33 LOADS . N¢M?/R~,P • M2/~~/Jt .-o. 35 -0.35 +0.35 +0.35 ~ ~I~ ~
MyM:/Rm/? • 6;~¥'R. . .,Pf!-4-. 04 +4.04 +4-.04- -4.04 ~ ~~ ~ TOTAL ox + 5.52 +I0.02 tl4-.30 +2.64 f25.qJ +l'l.67 +-22.17 ~21.85
loESIGN PRESSh3.00l61 p or 2.q6ROI p +32.50 +32.50 -1-32.50 +32.50 +7.42 .f-7.42 + 7. 4-2 + 7. 4-2 1N'¥Fx/Rm • FY/Rmt +0.55 +0.55 +0.55 +0.55 t0.55 +0.55 +0.55 +0.55·
. . DESIGN M¢i/Fl< • ~Fxlt'2 -1-2.4-5 -2.4-5 +2.4-5 -2.4-5 +2.45 -2 4-5 +2.4-5 -2.4-5 oe PIPE$ .IN'b·My/R~p, MfR!P.t . ~ ~ '·~ I~ +0.13 +0.13 -0.13 -0.13
SUPR?RT MiijM>IRmfl' bM>jRtv1(1f! ~ ~ ~ ~ -1-2.26 -2.26 -2.26 +2.26 LOADS N1:Mzi/~~p. M~/R~/Jfl.. -1.22 -1.22 + 1.22 t 1.22 ~ ~ ~ ~
Mi/M-;/R .... P • 6MlfRrnfJt2 -2.61 +2.~I + 2.61 -2.61 ~ ~ ~ ~ TOTAL 00 . t31.67 +31.'i'I t3q,33 +2'l.21 +12.BI -1-3_3q +8.03 It 7. 65
or D~lGN PRESS -P,O 0 -2.5 0 -2.!i 0 -2.5. 0 -2.5 DESIGN PIPE MxJ21rro2 t +0.24 +0.24. +Q24 +0.24 +Q24 +0.24- +Q24- +0.24
JX9 l SUf.'PORT Fi-/1fro t -0.57 -0.57 +0.57 t0.57 ~ ~ ~ ~ LOJ\DS Fy/1frot ~-·~ ~ ~ -1.06 -1.06 +I.Of> +1.06
, _, ;-
TOTAL Txa -o. 33 -0.33 +QBI +0.81 -0.82 -Q82 +1.30 +I. 30 s...,rmn) =Ox~ 09 + W";: d~J1· + :rz. +31. 68 -1-32.02 +3q.36 ·+2q.JB +25.qh +/q, 71 t22.88 +2/."11 c;~r, . \) = aw ~~tti:vr~~J2+7z +5.52 +q.qa t-14-.ZB +2.66 +12.76 +3.35 +zqz +-7.53 ~ . hl1n 2
i~Ai'.1~1UM lCM2!NED ~TRESS INTENSITY t3/. 68 rt 34-.52 +3q, 3b rl-31.68 +25.q6 +22.21 f+22.88 1+24.4 7
• 5.090 INLET NOZZLE (PART II)
A. Abstract
•
•
T}1.e purpose of this analysis is to investigate the main coolt.J:• •, lnlet nozzles under maximum hypothetical accident con-di tlons where a safe shut down of the plant is necessary. (See. p, A223 thru A230 of Appendix A for detailed analysis.)
B. Geometry
I C. Significant Results
·The moximum membrane + bending stress intensity was found to be in the vt--ssel wall adjacent to inlet uozzle #6 of Refer-ence 22,, (Loc":a t.ion BL). The nrnximum stress intensi 1..y (Pm + PB) = 42.l ksi was found to be less than 1.1 $y = h~,. 5 ksi for SA-302-B material at design tempera tur~ 01· 650°F.
It is, ther~fore,, the conclusion of this report that the inlet nozzles will resi~t the impooed loads under MHA conditions •
PAL?E J}-17
D. Discussion of Analysis
Sir1ce two of 'the inlet nozzles function as supports for the reactor ves3el, it is or particular interest to insure that there will be no gross failure under MHA condl tions.
Both the nozzle and vessel wall around the nozzle opening are 1nv~st1gated for pr1mar,y load carrying capabil1 ty. The maxi-· mum combination of membrane +bending stress is limited to 110% of minimum yield strength at design temperature.
It is of part.icular interest to riote that the 11ozzle crosssection experience·s comparatively ·low membrane + bendit1g Dtress while local regions in the vessel wall ·around the nozzle opening exp~rience~ -the highest sires:S<.->::>.
. '•
. ~ ,,
~I I I
i .I I I
i
\.·
·,.
i ~
5.110 OUTLI·:T NOZZLE (PAR'r I)
fl.. Abstract
Thi:J analysis prese11ts the structural evaluatiLn1 of.' the 0ut...; let nozzles for desigt1 conditions. Stresses c1.mside.red are those resulting fI'om inte.r1Jal desig11 pressure and desig11 plpl~ load3 and support reactj.ons. (See Sheets A269 thru A292 of Appendix A for de taJ led analysis. )
B. Geometry
--~ Nozzle
Cut 3 Cut 2 --- Cut_].
J Vessel
I I
I C. Significant Re3ults
'11he reactor vessel outlet nozzles ari= adt:?quate to wi thsta11d the slmul taneously acting design loads. All str·ess interis1-tles determir1ed in this analyuis are less than the required allowables.
I
--------- ---· .
•
•
•
.. i PAG€ A-
5.110 OUTLET NOZZLE (PART I)
C. Significant Results
The most cr:1 tical general pr11)1ary membrane stress lntensi t~" in an outlet. r1ozzle occurs at Cut 11 1 11
• This stress i11tens:t l.'.~ of 14.17 ksi (see Sh. A289) is less than the Sm allowable of 17.4 ksi.
The most critical general plus locaJ. stre.ss 1ntens1 t.y ln t11e 11ozzles occurs at Cut "3" (see Sh. A291). This stress intensity of 13.7 ksi is less t.han·the 1.5 Sm allowable or 26.1 ksi.
The most crjt1cal general plus local stress intersity in the vessel wall occurs at lo ca ti on BL (inside) of OUt~le t nozzle No. 2·with the friction forces acting radially in. This stress intensity of 39.8 ksi (see Sh. A292) is less than the 1.5 Sm allowable of 40 ksi.
D. Discussic:'ln of Analysis
Thls calculation·dernonst.rates the adequacy of the main coola11t nozzles to serve as vessel supports in addition to performing their prlmary function. The nozzles w:ith support
. pad.u support the dead weight 01' the vessf:!l and sustaln t..he load~ due to plpe I'ea<:tior1s a11d earthquake.
The support nozzles have flat pads integral with the nozzles ac shown on Sh. A270. The support pads are a1:1sumed to be free to move radially 011 the bearing platesJ but guided to prevent rotation of the vessel •
2.0
- -- -- ---- -- - I •. - ... ,,. . ;_ ., ••. : .·- . • . . . ·•.. .,;... ::_ ••. "..!;. ....... : ~·.: · .• ":-:,;;; ·~:.:::"!":.· ... ·-~---; .:;::.- '':""-·· .. --... -· .. ·---·
I 4 OU I LET N . 2 . ·_,u R . cu -. o. I '"' GENERAL + -AL PRIMARY STRESSES (KSI~. ~R:ssj ~ lAD [STRESS EQUATIONS Au AL . · -= BL Cu CL · Dv DL ·
DES!GNPRES53.0637'1Por'l.ooJBI P +7.66 .f7.{,{, +7.{,6 +7.{,6 f22.50t22.50+22.50 1t22.5C
l IN:IF>i./Rm • Fxf.~mt -I. 38 -1.38 -1.38 -I. 38 -1.38 -L38 -1.38 -1.38-
DESIGN IM.¥,::-,y • 6F>f'tZ -2,q.2 +2.q2 -2.q2 +2.q2 -2.q2 +2.q2 -z.q2 +2.'12 o; PIPE i NyMy/R!P' · My/R°fnPt ~ ~ ~ +o.53 f0.53 -Q53 -0.53
SUPPORTt1YM~(RmP· 6MJ/R111Pt2 ~ ~ ~ ~ +2. J t -2. JI -2. I l' +2.11 LOADS Nx,!M1/Rn~P • Mr/R~/Jt +o.4q +o.4q ~o.4q -o.4-q ~ ~ ~ ~
MyM1/R~P. {;tv(fRmPe +4. 36 -4.36 -4.36 -1-4-. 36 ~ ~ ~ I~ TOTAL ox +8.21 +5.33 -1.,f.q +13.07 +20.84- +22.4-G +15.56 +25.f>2
DESIGN PRESsll3.2634-4-P or 3.0~37qp +33.)6 +33. 16 +33.16 +33.16 +7.66 +7.66 t7.66 +7.66 iN·.Vr-x/.Rm • F>VRm t -o.q5 -0.'(5' -o.q5 -O.Cf5 -o.q5 -o.q5 -o.qs -o.q5
DESIGN M¢/F" • bf!"x/t.2 -4-.12 +4-.12 -4.12 +4.12 -4.12 t4.l2 -4.12 +4.12 oa PIPE $ Nt/My/R!.P· M)f'R:;Pt ~ ~ I~ ~ +0.28 fQ 28 -0.28 -aze
SUPPORT fVl'VMy/RmP' bM>/R~{l~ ~ ~ ~ ~ +3.81 -'g.8 I -3.81 +3.81 LOADS No/'Mzi/R.~P • M;/R!a P'f'- +I. 62 +I. {;2 -1.62 -1.{;2 ~ ~ ~ ~
~1·1/t4-;_LR.JJ • 6M.iRrnP t2 -1-2.57" -2.57 -2.57 +2.57 ~ ~ ~ ~ · TOTAL 08 t32.28 +35.38 +23.q(J +37.28 +6.60 +7.30 -1.50 +14:36
.ar DE"SIGN PRESS -P,O 0 . -2.5 0 -2.5 0 -2.5 ·o -2.5 DE~IGN PIPE ~X/27rro2t +Q03 +Q03 f0.03 +0.03 +0.03 +0.03 +0.03 +0.03
Jxe ~ SUPPORT Fi-/1rro t -0.4-2 -0.4-2 +0.42 +0.42 ~ ~ ~ ~ I LOADS FY71frot I~ ~-~ ~ -0.73 -0.73 +0.73 +0.73 . TOTAL Txa -o.3q -o.3q +0.4-5 +0.4-5 -0.70 -0.70 +0.76 +0 .. 1b
llin(mav.):: ~~a-, +V,iU-t-"'.4.Jl+ :r2. +32.28 +35.38 +23.'IO ~3l2B 4-20.97 +22.4~ +15.'Jq ~25.67 i~ . , i) _ crv -r CTA_\jf-.,, -u,.f +Ji! +0~20 +5.32 - I. 50 + 13.06 '+6. 65 +7.27 -1.53 +14. 31 . l-1:.!!>:1n - z z. . if'·;A>~ii~11)M CCMPINED STRfSS INTENSITY +32.28 l37.8B +25.4-J +3q.1q +20.87 +24._lf q +17.12 +28.17
n o J: > Pl -i. 0 . ,..
z c i::: m Pl :u I
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1~~~~~~~-#1~~~[~~,~~~:;~~;;~<;'7~3~:~i\j . I
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~ ·i DETAILED ANALYSIS ! t SYSTEM GEOMETRY f -· i
' 1 r· . i i ;.
f I f. ; ~" I i !
I
t
f.
The fol1owiYiB s~etch is of the outlet nozzle: l
. r-~--i-u-~-~ v I 11 2tooo I , ··
:24.000 34.28125 25".3125 L .· ·. . . I .
~· I 1· I --
. I j Rv= If I. 625" I . I .
. I
---·
r--J I .
L--, . I . ,
L----~--~-.J 36.2812Su·
SYSTEM. LOADING
. -. . .
In th; s analysis; the. ·outlet nozzle . ~;JI be.· i~vest·gated under design load co11ditions. Tne desig~ loads are:
I. Design P,ressure .. = 2500 Pasi Desigri_ iewiperature =.650 F
2. Desi9n ~ipe loads avid suppp.rt loads : · . .. Support reactioVl.5 due .. to aead : weig~t of R. v. Support reacTions due to control rod" scram . DeaCJ · weight pi pi;igL_ reactions. on · nozzles .. · · Cold springing reaiTions ·of PiipiY.>q on nozzles Frictional effect of pipinq ar?d -RV. .
COMBUSTiON ENGlNE:ERING, INC. ENGINl!:ERINQ CEPARTM£NT, CHATTANOOOA, TENN•
CHARGP.: N0_2q ~-""6_-_,_A...__ __
NUMDltH e1 c• • w_a._..:.• · ... , , ; I :sHcrr 5 ry,._2._ G .. co~. a..n4-18-67 ..,.JQbl'.lsor~ SNGINEO
C!:SCRIPTION ST R!)GIVRAL AtiALVSJS._Q.._F __ OUTLET NOZZLE
CHECK DAT~4-- M-67 ovHus1!e1W ' PAG £ A - 2 3 if" CUGRIPTION_
DET.~ILED ANALYSIS SYSTEM LOADING
Support growth reacfioris . Pipirig reactions at 1003 power Design seiswiic l'"lozzle and support reacti'otls
. .
l SYSTEM · ALLOWABLES
I -I I
The followiv.g allpwable. stresses are taken from f/,e ASME · Nuclear Code J Section J[; ref. 1 ; and are the ~asi~ for _tJ.ii s analysis. . .. ... . .. . ..... . ..
~ . . . .
! . · l. The avera~e primary stress intens11j across a I . solrd section wrust not exceed S,..,., at design I • temperature and design pressure. l . . . . .
I ·2. Th~ Joe.al priwiar.Y.. stress alone or co~bined I .. . with 1 above ~ust noi exceed 1.5 Sm at desigVl tempe raf1Are arid desig~ pressure. . ··
i I I
I!
. .
· ·3. Thet' prim~ary· b~n. ding ?tress alone.dor combined . wi n · I 2 above WJusT ~Qt excee · 1.5 ~•.at
·· design · ey,,perat£Are a~d desigri pres sure.
. -·· ....
. I I; ! • ., I [
I I
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. . . ~
11WWYWWWJ&~.ma::;as2S£iMf~&™4'M-.lt-t~.!tt@tc.:Je::~~™-~r:~~:~-.~·&.%.z;c'r~~~4!c1ttit;h .....
. , ___ _
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~
DETAI' · Il'lTF ANAi.
The divfc
1, 1110Qt~
assi: re du}
Slqn
' E'le~.,
I .. E\em: I ·~I Elewle-
EJewr
Elem.
H-, JM, are r fot- t V}OZZ defe;-
. analy
.5.120 OUTLET NOZZLE (PART II)
A. Abstract
••
•
The purpose of this analysis is to investigate the main coola11t outlet nozzles under maximum hypothetical accident con-dl tions wher~ a safe ahut down of the plnnt is necensary. (See sheets A293 thru A302 uf J\ppelldlx A for detaJ lNt :i11<1ly:.~is.)
B. Geometry
..........._ _______ _ I
C. Significant Results
'11he maximum combined membrane + bendi11g stress intensity was found to be 56. 3 ksi in the vessel shell at the top of the t10ZL':lf.? opening (location AL). Based on lim1 t desig11 theory, t;he ollo1•mble membrane + bendirig stress intensity was found to be 60 ksl for the critical stress pondition. (See Sheets A 301 t.hru A302) •
.I. l 1~, th1~refore, the conclusion of th ls report. that the outlet nozzles will resist the imposed lo.ads under MHA conditions w1 thout rai lure .
•
•
•
D. Dlscusslon of Analysis
Ont: of the outlet nozzles (#·2 of Reference 22) functions as a support for the reactor vessel. It is, therefore, the princ.tple concern of this calcula tior1 to insure that no gross failure of the nozzle or vessel wall will ucc.ur under MHA conditions.
While the nozzle cross-section was found to experience rela t1vely low membrane + bend1ng stres~;es, several locationu around the nozzle opening in the vessel sh1!ll were f'ound tu ·
ex1H:~rie11ce IW'~rnbrane + bending stress abuVE:.' 1.1 s.v· By c'-':!ducting an E·valuaUon of Collapse Streugt.h ul' the Sl1tdJ undc:r comb11!ec1 membra11e :md b1:::11ding loads, u::ij11g lillllt 1.it."slgr1 theory_. the fact that !'aJ.lure w.ill 1 tot 1.'C<..:ur ui;de l' .MHi'\ loads 13 suf"ficle11lly suhsta11tjated •
1 ~·: ! .:
..
I I u .. ; . ........ ~- .. ' ..-• ··-·~·- -~ ·' . ., ....... ··~·.··· ,,,,, . .. tJ~,,~ ... ·:N~4zi·....t~r ....... ,,.._- .. ~f;..o~~~L..L.~·
4-- Yes5t:L SHEL.._::.; : .. ···;· •.•. 61::-;,/i:Jc!AL- ·-'4L #641~~.,,,'1/C -r A'~t:>..'1/6 .5;r.E~ I /JA/LJ :S 'N're,../..51nc-c:. I . - I
SU' .LOAD ST1r.c:n eOt.JAnw I],, A,_ Bo B,_ eu CL [1 DL.. I 0£~1~11/ F'RtSl '5.~371 P ~ t}.(;t)1K1p t- J.7 I- 7,7 .;. '/.J + 7.7 -1-22.s- + 22.J- -1-u.s -1-22.s-!
I . "1Fx /f ... • F.c/f.>M-f -s.~ - S'.:;- -s.r -S.~ -s.s- - s.S' -S:r - s:r-1 I /11 J.I A ""•Ir-; • (pF-j f -//17 t-//. 7 -11. 7 +//.J -l/17 -t-11. 7 - 11. 1 I r 11. 7 ~ I I
PIPC N11/N1t/I'~ i · M>'/R"'' f<t ~ ~ ~ ~ IV( f- /.O -r/.0 -1.0 1-J.tJ
I LOAD.S /.-i'x/;i11/[:.,,Jl • t,1-iy/p..,,g/z ~ ~ ~ ~ r- $.'I - 3.'/ . - !J.1 i l-gl/
tl•/;i1~11.-;, J ·Mc//:.,' JI- 1-J./ .,. J...J -J.,/ - ./../ ~ ~ ~I~
I Mxfa11t/I~ If· ~/11;/,f"f~:{ tt. ,,_ ;t. 3 -gt.:5 ;..gt..3 -1-U.~ ~-~ ~I~. I Tor-1'- J?.< 1-10.C/ -IB. :S -41·1 +44./ +/IJ.2 1-t'.S:Z l -1- • 4- . +3/t, i ..
I ~u~AJ P~c:-:s.s. 15.!~S#pc.e B.~7Jp .;-g3,z -1a3.2 .J..8j.2 + gs.2 r 7.7 ! .J- 7.J I + 7.7 + 7.71 N.J/F,./1.."M • Fr. /t:ll-f t- - s.g -5.8 _q,g - 3.8 - 3.8 -3.g -3,g l-8.JI I .
M1-/A '· Mtl/F;._ • &F_y_tt. -1~.s +-/(,.~- - It,. 'i'" +- 1&.r I - 1~.s + ,,,-s- I I
I -Jt.-:r111t.S''
IQG P•F~ Al; ;.~1 y_l/1:,J. ;ti ¢.!/;J t -~ ~ ~ ~· .s- + .s - -~I - • S" -- ---~ .. -·--~ LoAD5 A1r/>/;i1,,;j!.,, .~ M Yhl-t /J/-2 ~ ~ ~ f 7.0 - 7.0 - 7. 0 /- J.O i I
I Al~;/,., /,I ;}jJ. lil-0,~t t1 I-' 1-1.J.S 1-15.S" - /!J.S' -/B.S' ~ ~ ~ ~I 1'.-l!-k4~i1.;.,d ~ 6tJ'}i/J.~8 t 1 1-t/. 4- -~1.+ -ti. 4- -1-21.4-~ ~ ~1~1
TOrAt... 77J -1-47. K 1d!I.O 1-tt.O +53.8 -S":J +15.? I -2(). / +f't.1 I I or r~''IJ.v Pcc.s.s. 0 ,, -P 0 -t.S 0 -2.S" 0 -l.O 0 I -2.> I I
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I Xo P1Pc '---F~/J!Tot - ·'fl I - .n -1-.11 ./-- ·'11 ~ ~I~! --....1
C~tJ Fy/1rrat ~ ~ ~I~ - 2. It. I - i /(., .,. 2./(p 1-2.1~1 TOTAL- ne - .7 -.7 + ,, _,_ .9 ~--=-!~J -!./ l -1-z.2 +2.Z !
1. a;j fMAl<) = 0x_gt_~J~~ ;_"~)~-f~~-~ · ~' 7.1 +-!!.O -21.') 1--~.8I-.t10.41 +2~.1 I + . 7 .f ;2.4-!
~: (N1AJ) = .rx pi-\f{~~)~t :rz -- l'.3D.t - JJ.5 -41., 1+4~.f - 5.3 1-13.-s- I - f'(). ~ +J~.tJ .
.;.J,11;1. /:o..i181.f.f'::°tJ ST/.~:, z;t1.rE/Y~1ry {t..t1/J11) ,147.'J. S"t:..S 41.'I S-~-~ IS". 7 ig.~ . t/.O ! 34.'/ i - . - ~·· ·~ ... . I
I (P,'\+ f'.B)AL~'1-41'~ {~~~f/~7__/_ _____ S0.2 61J.{) fl'/.' 7S".0 7f.S- 74./ ! 1~-.\ I 75": 0 i
. . . .
COMBUSTION ENGINEERING, INC. ENGINtERINQ DEPARTMENT. CHATTANOOGA. TENN.
c:HARGlr NO f'fM -A P.:SCRIPTION tJoncr tlozZLc ..... Al llA duA<.y:,11>
~ ~ ~ ~ ~ ~
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157(~ LDA.D ~~e~~ f!.QcJATIC)N A" A.i.. B" B .. cl) C'- D" De. ' ' f't~1t1J i1.t~. ~.~np tP~ q.tW11p t- 7.7 ./-- 1.1 f- 7.7 I- ?./ ri-22. S" -1-L'l'.~ I +-211.S ,.1-q.~- !
Mll/J Nt/Fx//.',.,, • Fx/P..., 1- -5.~ - ~-.s- - s:s- - s.s - s.s - s.s- - S:S" - S:S" i -,;: P/Pt:- 16./;41/i::}i. ~~1Jlt-~ C?S ~~ -I-/,{) I- /.0 "" /.0 "" i.o I
I LO/JO.$ //,, /P1~/ R,.,2,J·1'1Jtj .fJ, .ii--- r4./ .J. 4..1 +4.1 1-4./ >< ><I>< ><' I "/?JTAt.. a;: ,i-t.~ +&;~ - 1.1 -1·'1 ~/8,tJ -r 1S;.o 1-/J,I) 1-/6 . .!' I De.·.14.u rc,J~.1 1..!. ?~51/.fJ o~ i'. tJ~?l I' .,t.a:J.t -1-5~.z ;.ag.2 +eit ,t- 1.1 l- 7,7 -I f.7 /- f.? . I .MllA -1/pj/~ /{'~ · ii/!?"' t -:J.3 ._ !J .a - 9.1 -S.8 -fi.8 - !J. f -3.8 -3.H
--·-··---·---: Jg P1Pi; Ah/Mt/l.'f..J· Mt/{!,2-jjl: >< >< >< >< 1L .5"° ~ .s- - .s- --~I LOADj tl~/tilz/1.~/J • Mz/!.?J/it T-f!J. s- ./-1~.s- -/!J,S- -15.S- >< ><i><i><•
7lJOJl. Io 41.9· ·r.l.!/J rtS:? 1-1s.1 ·-r.J.4- -r4.4- I +~4. I ~:1.4.. I
(">,_-...,'"'" l-\c.-lS. -2.~ -2.~ -2.s-1 I -2.s-i '''"
-P" o 0 0 0 0 1 · 1"11111 · /VlJ( I ;a irti'' t ,Pt .o~ .. ~ .~ ,f)t, ,{)/,,. ! ,/), ! • I)~
--· - . - . ······-··-····- ·----·- ·-----··--·- --·--- ... .....
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-0 Vf•::JSEL SUPPORTG
Tl1.l::; uri;ilysl:J present.~ ih1.! :..;iructu!'al a111..i fat.lt!,uE..• t'\':1luatlcJ11 or 1.he l'CH.lct.nr v~~.sel supp~)rt:.;. St1·t..~::3::3t.'::i C~)l1.3i\lt"l'r-'d
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scr·um,_ c:i.:1rih.1ual<e aw.1 pjpe rupture. (Sv1..' ::3lk•t•ts l\3;H3 tlu•t1 A3G2 <:£ Appe1dlx: A.
B. GeumL· lry
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C. Slgnif lc:rn t Re::;ul·t.s
Stresse::; in the reactor vessel supports meet the appropriate allowables as stated in ASME Boiler and PressuI'e Vessel Code, Sectlor1 IIl and special criteria of references 16 and 18.
The maximum combined prtmary stresses (bending + compression) for dE:sigr1 conditions Oi}CUI'S on Sectlori A-A of iule t. support #2. '11hlu stress of 24. 5 ksi is less than the Section III allowable of 1-1/2 Sm = 40 ksi (see sheet A351).
The bearine stress beneath the supports was found to be 955 pni during normal opera t1un. 'rhis stress ls conslllered to be :3atisfact.ory when compared to the spC'clal allowi1l>h=! beul'-
• ;; trc?S3 01' q50 p~.t l>i' reference 16.
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C. !3lgn lfi ca11t.. Result::; (CL'llt 'd)
From the standpoint. of .rutlgue, th~· ~uppl'I'ts w.ill wi th:::t.a~!...i n mlnlmum of 25000 cycles oi' hentup a11d cotild\'""'' (~100 rt~quj red); 6000 cycles of dt::::>lr;11 selsmlc· (l_QQQ_~~qJJi..l'~~d) <_1•1li aao· occurrences of accldent (1 required)° (se~ dht!et. A356).
The maximum combined primary stresses .for acc:l.dent c~...,ndJ t, tun· also occurs 011 Sectlott A-A of inlet ::;upport. #2. This st.rt:>SG of 50 ksi is below the nllc)wable of 60. 7 k~l of referetwe 16 (nee sheet A353) •
The· m;ucimum shear stres:J occurs Oil Sectio11 A-/\ of inlet suppor·t #2 during accldent condi t:J ons. Ss = 14. 8 ksi which is .wc,-11 below the allqwable stress of 30 ksi (see sheet A353).
D. DJ3c~ssion of Analysis
The Consumers 1 re~rctor vessel has three supports. These oupports are inter:ral with three of the main coolant nozzles, ( 01Je outlet nozzlE· ond 2 inlet nozzles located 120° opart). As referred" to ln this report, support #1 is be11eath an outlet r1ozzle and supports #2 and #3 are beneath inlet nozzles.
/
For the case of frictional loads ac.ting between the supports and the matching foundation, a frictjon factor of 0.5 is used with normal operating support reactions. Due to the fact th:i f· the supports are keyed, frictional forces ar~ uot con-s.! di:- red to result from seismic, control rod scram and pipe rupture loads.
5.150 VESSEL SHELL AND BOTTOM HEAD (PART I)
A. Abstract·
'I1his ::malysis presents the structural eval ua t1oi1 of the vess~l nnd bottom he~d for the design pressure condi t1on. ( SF:t; .:>hf?e t.s A363 thru A374 or Appendix A for detailed analysh;.)
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.APPENDIX B
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Ahf.ltrn.'.t TI1c pt·ir:·,.1ry· outlet nozzle was an.'.11/~!cd [or pci:·r.~~J.!."c• and th~~mnl effects by cilc Seal-Shell 2 c~mpu:c~ pro:;raq. Pipi:! loads were analyzccl by cla:;si.l!al beam theory and nijlaarc.J analysis. It W<!S fouw~ that the s true tu re mcc ts a 11 rcquircr.:ents for the spccifi•d loading couclitions •
. Safe End
Primary me~brane due to normal operating + desi~n seisrJic = 15. 39 !{SI < Sm = 26. 7 -1{$!
Primary membrane dt1e to normal operatin~ -:. design seismic ·'·pipe rupture = 39.6 KSI
· · < Sy = 41.4 KSI
Primary wembrane due to norm.al operatin~ + 2 (design seismic) +pipe rupture = 44.9 KSI < 1.1 Sy c 45.5 l<SI
·Prinary + Secondary stress intensity range = 59.0 KSI < 3 Sm Q 80.1 KSI
Nozzle-Hec!ld Junction
Prir.1ary membrane= :?4.1 KSI <Sm"" 26.7 KSI
Pri-mary local membrane = 33.3 l{SI < 1.5 Sm = 40.0 KSI
Primary + Secondary stress intensity ran~e = 68.35KSI < 3 Sm •.80.l l<SI
Fatig;.ic - ac;:Jequa::e by comparison with inle:: nozzl~.
Ace idcnt - Primary lo ca 1 rnl!mbranc."' dl:e to ucs i:":n pressure, sa fc shui:-do~»n seizmic, & p i.i")C i·up curl! -allow.:ihlc: is l.l Sv.
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lJi..sc:ussi..on ;.. ll1e nozzle was ana ly~ed for pressure e ff cc i:s with the Scal·Slacll 2 computer program (R.:-f. lt). · li1~ condition use<l was design pressure (250;) PSI) wich isothcrQal t~mperaturcs.
TI1e thermal stresses were ignored in this analysis sir.cc they have no eff cct on. the primary s ti·l!~;~es. Si.nee it: coulu be se<.•n from the primary inl(!t no:!zlc.: Lhet t the· primary + secondary stresses arc \·h.> 11 b'"' lO\~ the~ allowable wi.th tlwrmal stresses included, it: will be.• ass1.1mcc.I that the s~me holds tru~ for the primary 01ttlet: no:~?.le.
l'ipc load stresses for both outlet 11ozzlcs were cal..:-ula.tcd at the noz~:lc-head junction by a !H.j laarc.1 analysis. At the sure end, the stresses ior N.:>zzle 'n'' were calculated usine classical beam theory and Nozzle ·•;, ' by the plastic hinge method •
. Primary membrane stresses were obtained by combining mfdsurface design condition stresses and maximum pipe load stresses. The stresses obtained were fc1und to be l~ss than Section III allowables.
Local membrane stress~s were obtained by combining . mcxi.mum midsurface design conditio11 stresses and maximum p~.pc load stre~;ses at the nozzle-head junction. The s :rC!ss~s obtained were found to be less than Section III allowal>les •
Pri.mary and s.econdary stresses were calculated at the safe end and at the nozzle-head junction. n,e strc>sses obtain~d were well below the 3 Sm range, so the conservati~c method of combining peak stresses with maximum pipe load stresses was used.
Ft'om the primary inlet nozzle analysis it u.as seen that fatigue will not be a problem in the primary outlet nozzle. 'nlat fatigue analysis took into account the largest stress from either the inlet or outlet nozzles and thus .applies to both.
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n1c decay of nozzle stresses in the head was found by. ploL:tini; strc.:ss (from Scal-~"hcll) vs. dlsL.:mc1: for f>!"L'G:>urc, and by using BijlanrJ <l.:i::a fol.· the pi.pi..' loads.
The :;cc t ·Lon III al lowc'.lb les are used e.;<t:upt for:
1) No::mnl operating + design Sf..'isrnic + pipe ru·.a.urc loads - allm;able is yield s_ixi:.·s~.
2) Nor111c'.ll operating + 2 (Design seis1;1ic!) + p·I.pc· rup~ur~ loads - allowable is 1.1 yicl~ str~ss.
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.Ab~;tr~t nH:! pr imnry inlet 110Z7. lc WC\S llna lyzcd for pi·cssur~ and thcr111a 1 e ffccts by the Sea 1-She 11 2 cor.ipu ter pro~1:mn. Pipe loads \J«:>re analyzed by cl.:issical bca.r.1 theory and Bij lc1ard an.:i lys is. It was found that the s true tu re mce ts a 11 rcquir0mcnts for the specified loadinB conditions.
Sie!1ificant ncsults
Safe End
Primary membrane due to normal operating + design seismic= 16.l KSI <Sm= 26.7 KSI
Primary membrane due to normal operating + design seismi~ +pipe rupture = 20.7 KS!< Sy = 41.4 KSI
Primary membrane clue to normal operating + 2 (design seismic) + pipe rupture = 25.3 KSI < 1.1 Sy = 45.5 KSI
Primary + Secondary stress intensity range = 52·. 2 KSI < 3 Sm - 80 .1 KSI
"Nozzle-Head Junction
Primary me~brane ~ 24.9 KS! < Sm~ 26.7 KSI
Primary local membrane = 35.0 KSI ~ 1.5 Sm -= 40 KSI
Primary + Secondary stress intensity range a
. 6 8 • 9 · KS I ( 3 Sm ~ 80 KS I
Fatigue - (PL + Pb + ~ + F) ~ a .283 ,1.0 allowable
Accident - Primary local membrane due to design pressure, safe shut-down seismic and pipe rupture - allowable is 1.1 Sy.
Smax • 44.4 KSI <: 1.1 Sy ~ 45. 5 KSI
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'.L"hc otJ· .. ~?.1~ wa:; analyzed for the.rmal and pressure cffc<.:C:!:i ..,.1~:.:h the Seal-Shell 2 Cot:1putcr Pt·o.:;r.:im (l{~[. l~). 111e followinz ~onclitions_wcre used:
1. I::n·J of h~ai:-up from 7u°F to 532°.r•, P = 21.JJ P::iI 2. I.::nd of coo 1-down from 532°F co 70°F, P = J PSI '· Dt?si~u condition - isotherrital, P = 2500 PSI
~ip~ lo~d str~sses were calculat~d at the safe-end by cJ.assical bear.1 theory and at the nozzle-head junction by a Bijlnard analysis.
Pri111ary m~rnbran~ stresses were obtained by combining mi<lsllr face design condition stresses and maximu111 pipe load stre:·sscs. The stresses obtained were found to ue l~ss than Section III allowables.
The local membrane stresses were obtained by cor.1bining .maximum midsurface design condition stresses and maxlnn~ pipe load stress~s at the ~ozzlc-head junccion. The stresses obtained -were found to be less than Section III allowables.
l1rii'.lary and secondary stresses ~ere calculated at the safc-e:nd and at the nozzle-head junction. The.stresses obtained -were well below the 3 Sm range, so the conservative method of combining peak pressure stresses with maximum pipe load stresses was used •
The fatigue ar1alysis was m~de to justify the primary outlet nozzles as well as the inlet nozzles. n1ereforc, th~ maxi.mum peak s ti·ess conditions from either ·were u.:;cd. n1ermal skin stresses were calculated for th~ reactor trip, 10'7. step, loss of flow, and dead weight conditions and added to the ·above mentioned peak stresses. The usage factor obtained is small cind assures that both the Primary I11iet an<l Outlet: nozzles satisfy the fatigue requirements.
l'he decay of nozzle stresses in the head was found by plottinf~ stre::;s (from Seal-Shell) vs. distance for prNH>u1·c.:, and by li$ing Bij l.:iard <lata for Lht? pip"' loac.Js.
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5.5.3 Support Lugs
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Abstr~ - 'llle upper support lugs were analyzed for the specified loading by using classical machine design P.q\!ations and a Bijlaard analysis (Ref.20). 'l'hc str<?sses satisfy the requirements of Se~tion III·.
~Ui;nlficaut Results (all material is SA-302-B or equi.v.) The larcest stresses in the lugs are .:
..
'.
T =- 10 KS I < • 6 Sm • 16 • 02 KS I (shl•ar tear out at: all ·pin joints)
~ = 25 KSI < 1.5 Sm• 40.l KSI Bettring stress on double shock lug
.. All other stresses in the lugs are les~ than 607. of their ·al lowables
Pm+ Pb = 39.5 < 1.5 Sm• 40.l Key Lug, outside surface of shell
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ti. A. Stone, Che ~1.nnooco . lluelear Co;;i,pooen":. Dept.
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COUSUM.ER-' S FO>.fER STEAM Gfl:::RA'I'Ot1S . COUTrlACT 2%5 ··- •• - •
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·--- h tt. ·• . J\,me 2, J.~6 . ·cc: P. P. Bill, Ca onc:ioga . (EV
; . . .._- J. D. Cravtord p ~ - · : · -'- • .. ·. • . P..S_ E-34 ; ... ~ 4•..r ~ ~ ¥sr:J!f~~ww7!~ ·. . · ·• · .At a uetine he1f'1~~~noor;a, ?t!!y 18, 1966 to d1seuss the steam senerators CEUD
1 ••••
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· ae;rced to turn1sh support loads. These loads are rorvarded here.in. The enclosed · akctchs sbov _the: c;encral location or the various sup~rt PJ1ota. . . . . . ··.Vertical support 1s provided by Z. "Lubrite" bearing FJd.s over vbic:h the stee:i generate:. v.ill slide vhen th~ r.31n coolant pipe l".eats. up. A. key 1a FOvidcd under t~ base to
· . 1'orce the cencrator to slide 1.n a st:-aight l.1i:e: A stop 1s :provided at the er..re?:e· . · end ot t.ra'\"cl during heat up t.o prevent p.ny turther i:otion it' a I!:31n coolant :pi;co.
:-Upturcs. ]?old c!o\ra finee:s ·&re also j?rpVided to limit t~ up°•"'al"d :OWI:.ent Ot' the ~em generator d~ to this acc:ide~t. · .· . . .. · • · ·~. -~ . . , . . .
Svay1%18 or the ~n;rator due to se1sl:ic loading, eccident·cood1tions or v1brat1cn is
::. --~· ..... : l.ilidted by a system or ·keys and shock absorbers on t'h.e up~r cylilldrical part o~ tl:e eenerator. · Up~r keys ~event si.-ayfog in tbe d1rect.icn ~~ndi cul.ar (. : • ) to the JLC. l:ot leg vhile ".st.eek absorbers" lll:it. tl:.e 51."a)Pllg in tl:~ direction parallel (X) to t.be bot. leg. ~th or these devices allov the &ene:-ator to J:OVe · slc-.rly in tbe
. :.._ .41rect1on ot tbenr.al g:rovth Vith virt.uall;r z:o rest.raint. . .•: ·
· -Sketch l sbovs tu OVel".all. -~rt sc~r.e· vhile s~tcb!s i ~ 3 sbov in zcare C!etall ·-tl:= err~er.ent at tb: uz:er qlinder s:r:d su~ skirt~ re~ctivelJ'. . ... . . . . . - . . . . . . . . .. . . . . . .
• . . . A ~ ot tl:e su~ load·b:g b gben 'belc"J. ~as· m-e ~ w ge~ral.~ ~ :.· ·( ':". ·: · ~t. CCC'Jr St t1-..e SB::e ti::l!. T"""O Sets ot VSl\:.?S ere givai i.e. ~ lia1.s::1c loedil:.i . -· ·· ·. · =4 'tlllder the ac:.c:1cent condition ot a :::ain ccol.D.nt p!i:a bre~. · . . · . . . .. . . . ... ··~ < · .... -~ ~ . . . .:· .: .:.· -J..XO?.lr.f ro~ &: 1·~·~1TS 'Fi\C:.r SOPft'."fIS .
. ; .· -.-_ ... ···-~· <: -.~· ·:·-~:-~.:~}. ·· ·. ·~. · ··:~- ... :-.. .---Se!~e ·· H.e. P1~ ~sk ... :· ·.~. ·: · . -: :' · ··a.o. Sutroort ~-drt · ··5 · . . · · · ~: · .. ··. ·· Force - Eor1 zcnt.al, lbs x lO . . ." ·.:: 0.3 ' , . , · 3.0
· .. -: : ./ .. ·.:;. l"orce - Vert1c11l, lb= x lr:I' • :."· .. · ·--~ ... .'.'.=.>_.::_·:._·-... '.;.~~ ·.· ... _;_:::_:.':·· .. : .. :-.· · 3-0 .. · <:.:_,·;: · .. '.·.". .. Jf.ommt - about l:.or1:.0;ltal ·axis, •.... . ... _ .. ::- .. , . .·· . . ~ .. . . . . . . ft lbs x lei' .. . . -·· ··•:5 o·- . . . .. · · 12 0
'. : :_:_fr:}: .. :. :::~:;-~ts ~~:~~--~~~'.;_:·)~.;~;~ig~}~;'..:~o;~:~~!f ~:~~:~~~,~~-0 ._:._ .
· .. · ,:·.: :..7 ,;,~~-.· -ror~. - : d1!"cct.1cn, lbs x lO ..... ·.. · / ~~ ·:~>!?·::O.l2 - ._.:L ···. ·. :·.: ··0.3 ·, ........ ,- / :-·-~' ~-- ~r kc7 ~ .;. · . :·.-·:· ·"<.: ~; ·_: ·::- -:, ./<· :;.~: :·. ~~~:\ }::~~1 lt:f:~-~~~:~>·.'· ... ·
. . 8.0. Shoe .• /.bsor ... c_ . · 6 .. :: • _ : , .... ;:,. . , ...... , .. _ .. · ... :-.'-....... :' _,: : . ~~ :· . :Force - X dir~cticn, · 1bs x 10 · :· · .· .:. :-·-:- > ~-. ·, : · ·· :· .. :-·.:~~- .. ~::··;.: ·.: · .
··~-.~·: •.· ~·· i7 . .. -~ :· .. :. i:cr shock &bsorber . · .. _. · :·." :· .. :·:'/'.i:.: 0.1 · <<_:-;·,_;.; ·. 0.2
· :.; :_: Vert.l~nl 1·oentfo!1 ot: ·u~ kc:r and •shock r.b~;rl:.~~- att~c'!"..-::~n~-~ ~~ ~s ~lo:.e to t.bc Int.er-·• . ~ct.Ic.n Of t.l'~ .CO rcot. d!:::t. c:rHr.~cr Dn:1 th~ CO:l!c::>l t.r::.:1t!c:t C3 t-oz:i"ble. Fo:- CE:::l'.;:
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ATIACHMENT 3
Reactor Internals Seismic Review
As noted in the Reference, an update of' the original seismic analysis of the Reactor Vessel Internals has been perfonned using the same methodology utilized in the original analysis. This methodology-consisted of load development by the. equivalent - static method using a lumped mass and beam model. The input acceleration used is the acceleration of the reactor supports based on a peak horizontal ground acceleration of .2 g per the NUREG input noted in the Reference. Vertical and horizontal accelerations were applied simultaneously. The design criteria used were those specified in Table 4-3 of the NUREG input noted in the Reference for the load combination of dead loads plus SSE load. All stresses were found to be less than the specified allowable values.
The following su11111ary lists the stress margins calculated for the components of the reactor internals in the analysis reported in the Reference.
·. The margin is defined as:
(l _ Calculated Stress ) X lOO% . Allowable Stress
The listed stress margins.are the minimum margins occuring in the reactor internals. Components not listed have a margin equal to or greater than those reported for their component assembly •
COMPONENT LOCATION MARGIN %
CSB (Core Support Barrel ) Upper Cylinder 95
CSB Guide Pin 72
CSB Snubber 67
LSS (Lower Support Structure) Beams 83
LSS Core Support Plate 92 Peripheral Bolts
LSS Column Bolts 81
LSS·. Columns 86
UGS(Upper Guide Structure) Flange 74
UGS Control Rod Shroud 96
UGS Lug Bolts· 88 .
UGS Grid Beam 91
