ML19345D815
| ML19345D815 | |
| Person / Time | |
|---|---|
| Issue date: | 12/03/1980 |
| From: | Knight J, Schauer F Office of Nuclear Reactor Regulation |
| To: | |
| Shared Package | |
| ML19345D811 | List: |
| References | |
| REF-10CFR9.7 NUDOCS 8012170469 | |
| Download: ML19345D815 (18) | |
Text
e O
4 REALTOR PRIMARY QNAltfW STRUCTURAL CAPABILITY INVESTIGATI0t6 1.
INTEDUCTION (J. KNIGHT)
II.
CURRENT ICE CONDENSER AND PARK III C0fffAltiTNT CAPABILITY.
ESTIf%TES (F. SCHAUER)
III.
FUTURE (F. SCHAUER) 801:170 q%
~
SHIELD BUILDING DOME et
. EL 85208 STEEL CONTAINHENT VESSEL SHl ELD fIIS TON BUILC/Ag
( POLAR CRANE HALL m I
]
i
)
fEL8/9.63 X~l TOP Of CECX TOP CF CRANE RAIL
~., 3PRING LINE
=-
~
}
h 2l~EL &*.0/2 EL 6'/4 3 KE LCA
- LNG
?. [$
- CYCLONE
" A== D Q
y,IR A
'~t VENTIL A TION r') W3 RIDGE CRANE ggzfyg UNIT -- ~ :
~~
.Q l l }&
sr.s R e
ELEJ3.0 %
___ f fDIVtCER BARRIER EL SC/.69 )
y
\\
.a.
.e' e.
a y
\\;
'\\
l l.h t.
.3 -j I
~
- - C&tN[
Eg 7gggg -7X.
~
L _, t, a,'
e
,3
/CE n-3 ggzt g
t
\\f CONCENSER -A.
1 t
\\y/
a k
~
t CONT 4/NbENT
[
.i t
/.
'!t.
.1 g
!.L..u.)
T1
- i S TEAM
{ Q,F[1
}f GENERA TOR g
v f
I\\ \\
CONTV:L RCD DRIVE i
1 u/$$/Li SN/ ELD i
in1rJhI
/CE CONO l: '8 i
-b j
I EL 76029
~
assqEl74s.C9 s i
. b,#E475/lJ
- !c.I
\\
!l
/s
,, i I *
$].i.i<_<,jj 2 3 Z / M.N I2if-H[X
..m
[X BARRIER R ACTOR t
f (n
gy
_,,, g,
,3,g, ACCUa/ULATOR ~-5 PU,uP p
CRADE e'.
I
(
t.
ef
'<u'-
gg7;go~h
?
I k p =LOCR EL 723/5 &
. - z. m
,ap
-& VENT FAN 0
0
.1 f
..:N; U),g y;:
i I f s' 2EQpT n
EL7/#0 ~: *
\\.:b El 7/60
?l~ --
>J o
- - + - -
M-
> +.
-?
y
}i h...
t m
g.g-Q ;l f@
y i;-
l
)
,o y q...
T e El702.78 T.
lll s
p..,,
-l
. v L'. unmis/J... &. EE.,i. tiiviR.. ' - -
,N...
jb.,4.
= < 'REAC.r0R -
? :
d WCNOR SOLTS
..r
.e'.
l yEieus9 s-
.' ' 50'upY. [e
- WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT R[ ACTOR BUILDING [LEVAT/0N t rr = 0.304e m REACTOR BUILDING ELEVATION Fi ure 3.8.1-1 o
m 3
E f h J\\\\ e M. d].
Inl a
riL ED -
- d C
.....,m......
4 v F)
,.<.c,,.
i
.c.o t..t a.s.. s wp Ul J
,.,0. c
.m
, n a'm*
h l.e-*n s-l
[
l'!
~
,.,,.... m l,
,i
, v.. t..<
i.
d?!:l**., _ _ -
c_j
//
g
- "a m......
j 1 :., si-s.s.....,,
.c
. e,. t
..n _
s...
.c..
_ u,n.e
-i.<-..
t
.m
.n m t '... rm.1-II
- c. +
...:.....I
\\
e.;t.
w.u ta
.w- -
y;
- rZ h.,,,
M W fi h ciact+q
- w_.
..,..- e==
/ u.n r q
t
_, n...r i, t....
b p
e t_
.. r.'m.
l 4.,,-
n.+ v a.,.
/
g s'.at u.
n.,o'-v
,. :,..a..
..n..a I.n co-a,.
.c ac.
..a.
e n.-- r, i
..c g,
gg'
@f
,,,.,N, h
I' [
,e F E6 w*oota ng,,3,,3{
/,.#..t.:.m.u._,a Ws.,.^,.j"Jb
{ a )%"d
' e,
.y
- y
- M,'l
,.u 3,ow i g
w.,
s M_,,, '
- D U D,'
)
..o+t.
e n%. ts nro1
/
t9
_g t
"'?.
v._
.h W"
U i: 4 L m._e.,.
.i=.< W 3-u..e
.. vo.
s c
_,j
- )-1%IS ~~~~
4'-
ft,***
gymg bu;47J y
,........ p 7,*y"a.
9,.,,gq
. g t,.,,
g'
~,a, s
- ,r,p
- e...tl.u
- g',y*
er e
2m a::n a la B
A 6,: n-
- 'm*'"
=
vesq=l s.,
-a'a' e
4,-
5<any x
..~ sn,a e
l___. 3.-Ar,ao" t
- n =>
ers.
,-n ss*(
t ca-r e w
p
.e
- a..
pg 7
i
- W..o.n Y
- J."
Y 'C e umga[5%os. t3,e f'
s,
~
n=s 1
g a
-,,v.
s.u,,u L. -
T l,, i 7
crwie vessa
+
t s*:.ra.rn e
en c
=.
g 4.can.cn.,
sm si r t 866.
6..x y.,
- es t t n us.r-
=
un-*
e wro n
5*
s,.
. w qn I
1 g[
w
-4 masse:r-
'.^
b
=W O
s K,m.y u.
- n. 4s-
,,,,,y
" = >. ', _
g-g' n.~g e
_ _.. q r=
- c.....r
-~
_5,.
l
. :* s:
n ns s (r6an'i}*
1 g,,,,,,,,.,,a,3 E'
2,.
a(io-tn sa' 3'-----
~
EL sir:(
n sio* *
- E-4,
- g,g,.
q,a t.
.o, uil t
I 1
. tT,Ph d't 04 6--
wr.:
g
':.tu; e._,....,_
% g., w,.
u s - t{f,
- -i FIG. 3. 8. 4 - 2 MACHINE LOCATION CCNTA!NMENT BUILDitO-SH.4 MONTAGUE NUCLEAR POWER STATION UNITS I AND 2 fn rm Q-D O
PRELIMINARY SAFETY ANALYSIS REPORT q
-6 6
. d
..i
- 2
m.
I 4 AthCT04 CouThinwtut yhti %*t
....<...j.n...,t _ _._
y...,.,
i t
On== -
.s
,f
', ** ! y e suanessesN1.8, l
'l
']i \\fn ! n e
- /
9
} l ;
?,
II [-t l
y ;
t qp et ssa tv
?
.it f
lh t
. r m:s.-., !
i i., &e e
e
.e g
m.,
,p,# a. 3 5a
/
e
-h.
r 9
- r i'L%
- - %...>g1-m.=g. 4. +
t y
i tu.,. _rgg
.<,s, a i
t 3i
-F..
\\
u m,._
l t ms r, Qi as ogi EL5se's sis J
_- = '
s,
....... E s ueL h Go1\\ t X~.
REACTOR BJILDING ELEVATION D.C. COOK I
f 3'lgr D " "
~0)
- ]Oc w Ju % Ju. Jl. J\\lhlb l
l
[
T tw-e.
-cy -,.,,
4 l
l
}
l m
/
...v
_.......s h
(
)
I"iff M OL y
j k_ c..-...
'd
,/ 8 = E. &54.**
C o. e.e g,
[mtL.s +as.'s..,I.Un'gT,M *a 4
'b
'mo I_
I
,eg..,
_/ c.c.. -
~
~
- "eyy g.~--$-
I f6 5 0-6 l
- Oct H.L PCC t maa-.*
4* '
' e *,.m.. %.
C%vaw w
~ ~y-u..,..
r.Dr'* '8
. ~
. ;c ar-a,s-q :..
,r.
U'e7
- p. s..r--
i to -a E
e w --.s.
c s
e,,
,,,, e, M Y~
r !E'A.% P
- e...s.s d,
Q
- 6 TJ.
7(1j#f' u**id, te. se
- y='
(w-fa m
.f 4.*.
.,, a*r,',iP=d e* % <e%tsve4s.
iL a
' e 7. M w
='
C=
A.s-
-~y***{S*gp j-.
- lm-',.=ly~4
,- c
, et. e g --_-
' y j
..u, t_ Aa,
~
b6 i -!l I l
.'.]
l PUGET SOUND POWER & LIGHT COMPANY SKAGIT NUCLEAR POWER PROJECT PRELIMINARY SAFETY ANALYSIS REPORT CONTAINMENT D "
- ~' L. *]D
~
}
STRUCTURE DEFINITIONS o o N o
Ju SU
.kin 1 :=
FIGURE 3.81
Calculated Pressure Capacities for a
12 psi Design Pressure Steel Containment (I)' ( )
RING PRESSURE AT PRESSURE A7 )
STRINGERS )
SHELL YIELD, STIFFENESg)
METHOD OF ANALYSIS LIMIT, PSIL4.
SMEARED (3 PSI SMEAREDt ANALYSIS BY Tennessee Valley Authority No No 38 Offshore Power Shell Theory System Yes No 50/57(5)
N Ames Labs.
Yes Yes 56 R & D Assoc.
No 40%
38 Stiffeners Stringers 60(6)
Ames Labs.
Included Included Finite Element Franklin 47 Institute NOTE:
(1) The actual mill tested minimum yield strength (45 ksi) is used.
(2) The Von Mises Failure Criterion is used (3) Smearing refers to consideration of stiffening elements by assumina that they are spread (or smeared) over the surface of the containment to give a small increase in effective thickness.
(4) Some loss of containment function due to distortion at gaskets and seals may occur prior to.these pressures.
(5) The value 50 psi obtaineo
' a finite element panel while 57 psi is for the panel at spring line.
(6) Based on yield of stiffener.
v n,
PESSUE CAPABILITY Slit %RY T1CGUIE SEQJ0YAH DESIG1 15PSIG DESIG1 12PSIG LGER BOLIO lk3 PSIG LGER E0VIO 36PSIG E PECT 8 VALUE 84 PSIG D(PECTE) VALUE 60 PSIG UPPER BOLIO 110PSIG UPPERBOUf0 84PSIG e PENETRATIWS STRONGER THAf1 SELL FOR BOTH PlMS e NiES LABORATORY CALCULATIONS IflCLUDIIT2 C0flSIDEPATIWS OF ALL PECEDING WRK l
I i
l l
l
i ICE CONDENSER CONTAINMENT CAPABILITY OVERVIEW e
SEqX)YAH LOWER BOUND STATIC UtlIF0FM PRESSUE CAPACITY - 36 PSIG e
MCGilIRE L0ER BOUND STATIC UNIFORM PRESSURE CAPACITY - 48 PSIG e
D C, COOK LD!ER BOUND STATIC UNIFORM PRESSLE CAPACITY - 46 PSIG POSSIBLE L0ER LIMIT DbE TO 1%TCH COVER l
l
,,y
-. - -. - ~, -
-..y
--,.-,, -.-~---,-
9 STRUCTURAL 0 F ARIS0N SEC00YN1 N0 MCGUIRE CONTAllMNTS e SiiEliBIICKNESSES e MCGUIE CONSTNiT e SE000YN1 VARIES e SHEli STIFFER ARRANGEFENT 4
- e. MCejlE T SHAPE e SEQUDYNI FLAT PLATES e PRESSURES CAPABILITY e MCGUIE IESIGN 15 PSIG: L0 DER BOUND 218 PSIG:
EXPECTED VALUE 84 PSIG: UPPER BOUND 110 eSIG
~
D(PECTE VALUE h PSIG:
UPPER B0lt0 84 PSIG l
e SE000YNi DESIGN 12 PSIG: L0 DER BOUf0 36 PSIG:
e PENETRATIONS STRONGER DIAN SilE11 FOR BODI PLANTS e MTERIALS e SAT FOR BODI PLANTS i
e BASIS e AMES LABORF.0RY CALCULATIONS INCLUDING CONSIDERATI006 0F ALL PECEEDING WORK i
l 4
i
~
COMPARISON OF SEQUOYAll AND MCGUIRE CONTAINMENTS ITEll SEQUOYAll MCCUIRE REMARKS CONTAINMENT TYPE STEEL SilELL STEEL SilELL ICE CONDENSER ICE CONDENSER SilELL TilICKNESS 11 DIFFERENT TilICKNESSES 3/4" SilELL CONSTAllT TilICKNESS 1 3/8" TO 7/16" 11/16" DOME CONSTANT TilICKNESS SilELL REINFORCEMENT 110RIZONTAL FLAT PLATE RINGS Il0RIZONTAL T SilAPE RINGS VERTICAL FLAT PLATE STRINGERS VERTICAL FLAT PLATE STRINGERS WELDED TOGETilER 1/2" CAP SilELL MATERIAL ASTM A 516 GRADE 60 ASTM A 516 CRADE PROPERTIES YIELD = 32 kai YIELD = 32 kai SAME NATERIAL ULTIMATE = 60 kai ULTIMATE = 60 kai 4
MILL TEST REPORTS YIELD = 47.2 kai YIELD = 46.> kai SilELL MATERIAL ULTIMATE = 66.2 kai ULTIMATE = 67.0 kai STRENGTilS SAME COMPUTED VARIES WITil llEICllT CONSTANT ALONC SilELL MCCUIRE SilELL DEFLECTED SilAPE LARGEST NEAR INTERSECTION APPEARS STIFFER OF DOME AND S!! ELL DESIGN PRESSURE 12 psig 15 paig COMPUTED ULTIMATE 60 psig 84 peig BASED ON STATIC PRESSURE INTERNAL PRESSURE FAILURE MODE SilELL TENSION YIELD PENETRATION STRENGTil
> 65 psig
> 88 paig
t o
~ ~~;g q.
- s N
gst*'
N % '" -
f'
/
t.,/
'iLO STIFE
_00AT '.;
LOCAT'ON J.' 5 ' ""
.-1 635' 9" l
,4 s
'I I
?? s' 5" ___ J P2s 5" i #
817' 5" I_
_gg' g" F
es l
SO. 3 BJ6' 5' L
I 797'5" g ___.. g g' 5" i
t 787 ' 5". hg.__.7. _8 6 6" I
'J7 7' 5"
,r _.7.7. 6'. d' m
Q,U l
W 767'5" - _[ _ _7_ 6_6 6 "
.73 7 ' 5". __
's 5G' 11 '
i I
,7.'.S". y
- 74 f/ 5"
_ _..... n
'l l-3" is 736' 5" w
s l
1 j ?_ _P. 8.'_4.'____
_g... ?. ? ?'l','"
I
' d. EE2..' 9"
.. 6 5..-..
g
- m...... - -,
I f
- 9 /16 *
/
t/2*
I 6'5' 4 j*
_x e
809'6)*
I ac3' 9;"
- e I
799'9l*
79,. 6*
r9.* y b
7as'da 782'C*
L 779'61*
-.3 772's' 769'l'
- s 763'6 758' 6l
- b
- 2 753'6" 4
75o el-m 744'o*
740'65*
- e
=
A J
734'6" "I
E i
T3D'3l*
E l
725'O'
'l Tri' 61*
7s5'3f*
y
'm 7s3* 6*
i 705'7*
I h
70l' 6l*
a
$95*DOf* L 69f' 2P k
686*2*
2 S T 9{*
i ERY WELD LCCaism STarr Locayez Sequoyah Containment Vessel Geometry a
v 6
l
- s l
l I
1 t
1
\\
8
\\
\\
\\
\\
\\
\\
\\
\\.
x
\\
A
\\
t j
l l
4 I
4 1..
4 i
i I
i 4
4 I
4 4
l i
4 4
i J
i i
4 1
I i
1 i
i Deflected Shape of McGuire Containr.:nt vessel i
Near Plastic Pressurt
-i A
4
-v----,-w--tm,
.m,
,-w w -,
- v ee v ++-
r-*
- wr a *=*- e- - w - v rw e'w-m m e "w r-e-" v~~'-
e
-~~~-w-*--ww w - +-+ w t*v-e---+*+*va**~w*-=--*--<w-v'*--+*
'= * - - - * ' - - - -- -*
+-we=-=**~+'-ve'-ww--'--
i 1y_
~
^%.'
s s N l
~
h e
\\
i
\\
\\~\\
1 ".
'N,
//
I/
m b
1
/
i
/
2 a
i l
I 1
F A
7,,
i la i
j e
{' d EI J., -
f
=
i i
swa3 o c s<qum.*
- neent m.-
.t
,, ). -
.<s..
D**D
- ]D '3
} @
e Ju 2..\\ h co
DEIGN CRITERIA AD PRESSUE CAPACITY SELECTED CONT 4ltilENTS PLANT C0flTAlfFBfT C0ffTAltfENT CONTAlffENT FAILURE MATERIAL CRITERIA t#E TYPE DESIGN PRESSUE MODE STRENGTli PESSUE CAPACITY PSIG PSIG ZION ) PRESTRESB) 47 123 )
LINER )
ACTUAL ACI318-63 1
5 6
CONCETE YIELD MIli TEST
- ASME, VALUES SEC.III 2
5 TBSION ) ACTUAL ACI318-63 6
INDIAtl )RElfFORCED 47 126 )
POINT CONCRETE YIELD MILLTEST
- ASE, VALUES SEC.III 6) 5
- 3) STSL 46 92 )
TESION SAN ONOFRE 1 SPHERICAL YIELD SPECIFIED SEC,III SHELL 1963 Tiil-1 ) PRESTRESSED55 155 )
T B DON ) u)DE
- ACI318-63 4
5 6
YIELD SECIFIED
- ASfE, SEC,III I
- 1) REPORT OF TE ZI0fVINDIAN P0ltif SillDY, NUREG/CR - 1411, lA-8306,%
DATEDAPRIL,1980,
- 2) FItflAL REPORT BY UNITED ENGINEER AND CONSTRUCTORS, INC., DATED AUGUST 29,1980.
3)
IN-HOUSE STUDY BY K. C. LEU, DATED AUGUST 6,1980.
- 4) RESULTS OF AN IN-HOUSE STUDY BY J. LANE, TRANSMITTED TO W. BURER FROM FPANZ SCHAUER DATED JULY ll,1980.
- 5) UNIFORMSTATICPRESSURECAPACIlY.
- 6) PBETRATIONS ARE NDT CONSIDERED
OTHER CONTAINMENTS CAN BE CRUDELY BUT CONSERVATIVELY ESTIMATED BY APPLYING A
- 2. 5 FACTOR TO DESIGN PRESSURE I
CURRENT PR0 GRAMS e
STEEL CONTAltfM CAPABILITY NMLYSIS
- ES - 110K e
CWCRETE CONTAltfM CAPABILITY #MLYSIS LOS ALN E - 85K e
STEEL C0fRAlfi M BUCKLING ANALYSIS LOCI 0iEED - 300K o
CONTAlff M CAPABILITY EXPERIMENTAL STUDIES SAiOIA (NRC-RES) - 100K e
CONTAltis BUCKLING EXPERIENTAL STUDIES LOS ALAMOS (NRC-RES) l
FUTURE PROGRAMS e
EXTBEION OF STEEL #iD CONCREE CONTAlftBES CAPABILITY
- MLYSES TO INNAMIC PRESSURE LOADIfES e
S(TENSION OF STEEL AND CDNCRETE CONTAIWEES CAPABILITY ANALYSES TO OTER LOADINGS (EARTIR!AKE ET. Al..) #1D LOAD C01BIfMTI006 e
EXTENSION OF CONCRETE C0fEAlffEE CAPABILITY ANALYSES TO OTER CONFIGURATIONS e
DEVELOREIT OF GENERALIZE CODES FOR RAPID, ACCURATE IN-HOUSE CAPABILITY ASSESSTNTS l
i e
INSTRlfEFATION PRDGPAM FOR A TYPICAL STEEL C0fEAIWBE INTEGRITY TEST