ML20339A015

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9 to Updated Final Safety Analysis Report, Chapter 3, Appendix B, Figures
ML20339A015
Person / Time
Site: Ginna Constellation icon.png
Issue date: 11/20/2020
From:
Exelon Generation Co
To:
Office of Nuclear Reactor Regulation
Shared Package
ML20339A309 List: ... further results
References
Download: ML20339A015 (31)
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Text

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure 1 10.

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  • 0.3 Qu.,a&aT ANOClATU, DIC* FIGURI! 1 Revision 29 11/2020

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure 2 Table J*Contlnwed Table 3-SlrHa Conuntratlon r adOr Va riation* for Dlflerant

{J,. at Varlou* Angiff-Cappff Cylinder S, (Middu Surfac, only)

{J,.

  • 0 .-/10 .-/ 5 3.-/ 10 2 .-/ 5 .-/ 2
  • - 0..30 l . 4U2 6.6163 7 .1556 7. 2307 4 . 7269 0 . 8424 -1.4030 (J ,. (:S.)uppu s. (S,Jlowu 1. 5909 6. 7936 7. 7349 8 . 3542 5 . 6384 0 . 6623 -1.8994 1 . 7677 6.9059 8.4207 9 .5285 6 . 6467 0 . 7164 '-2 . 4293

- 0 0.14142 2.75054 2 . 84709 2. 54365 0.21213 2.9-4174 2.81900 2.69625 0 . 28284 3 . 13290 3.03670 2 .!M060 0 . 35355 3.30842 3.28570 3 . 26297 0 . 42426 3.45933 3 . ~67 3.66001

0.49-497 3 . 58032 3.83486 4 .08940 0.56568 3 . 66795 4 . 11911 4.57027 0 .63639 3 . 72044 4 .40201 5.08357 0 . 70710 3. 73666 -4. 67874 5 .62091 0 .84862 3.66013 5 . 20121 6. 74228 0.98994 3 .44158 5.66483 7. 88789 1.13Ia7 3 . 09080 6 . 06690 9 .02300 1.27279 2 . 61996 6.37120 10.12243

- .-/ 8 0.14142 2 . 48986 2 . 33179 -2 . 19372 0 . 21213 2.66925 2 .47978 2 . 29030 0 . 28284 2 . 87266 2 . 67011 2 . 46758 0 . 35366 3.06813 2.89212 2. 71611

. 0. 42426 3.25013 3.13783 3.02563 0.49497 3. 41623 3 .40126 3 . 38629 0 . 116668 3.66689 3 . 67806 3. 79024 0 .63639 3.69959 3 . 96609 4 . 23059 0 . 70710 3.81810 4. 25958 4 . 70107 0 . 84852 4 . 01561 4 .86482 5 . 71403 0.98994 4 . 16962 5. 48212 6 . 79472

1. 13137 4 . 29120 6 . 10374 . 7 . 91827 l . 27279 4. 39120 6 . 72431 9 .05741

- .-/ 4 0.14142 1. 793!M 1.58884 1. 34374

0. 21213 2.01190 l.65385 l . 29580 0 . 28284 2. 23906 1.76710 l . 29514 0 . 36355 2.48G09 l. 90438 l . 33966 0 . 42426 2. 70142 2.06304 1 .42466
0. 49497 2.93776 2.24160 l . 541>44 Th* ,,,.mbran* llr*n concentration factor Sc ~nd the tota l 0.56668 3. 18071 2 . 439<< 1.69816 .....

3 .43312 2 . 66648 1.87983 1tren concentrat ion factor Sc ore, respect ive ly, defin.d 0.63639

0. 70710 3 .69754 2.89277 2 . 08800 by 0 . 84852 4. 27107 3.42439 2.57771 0 . 98994 4. 91382 4 . 03512 3 .15642 1 .13137 5 . 63074 4. 72359 3.81843
1. 27279 6 . 42C60 5.48675 4 .55090
  • 3.-/ 8 (midd le s urface) 0.14142 1 . 12040 0.80340 0 . 48/UO 0 . 21213 1. 35527 0.81807 0 . 28087 0.28284 1. 59750 0 . 83819 0 . 07888 r.. largest of ( a 1, a 2 )

0.35355 1.84227 0.86252 -0.11723 Sc

  • 0 . 42426 2.081146 0 . 88996 -0.3095-4 largest of ( a 10, a 2°) (for fixed r, ¢)

1°, ~

0 .49497 2.34032 0 . 91983 -0 . 50065 0 . 56568 2.59629 0 . 95182 -0. 69263 where N O are the nomina l princ ipa l stress resultants 0 .63639 2 . 85862 0 . 98593 -0 . 88675 0 . 70710 3 . 12823 1.02243 -1.08337 and a 10, a20 ore t he nomina l flexura l streues for the , he ll 0 . 84852 3 . 69078 1.10414 - 1. 48249 under th, , a.,. loading but without the hole. Ni and N2 0.98994 4 . 28578 1.20142 -1. 88293 1.13137 4 . 9 1210 1. 31959 -2 . 27291 denote t he pr inc ipa l streu re1ultant1, a1 a nd a2 the princi pa l 1.27279 5.56731 1 . 46418 -2 . 63894 1tres1es respectively. Th* str*u conce ntration factor is

- .-/ 2 0 . 21213 1.08342 0 . 46892 -0 . 14557 c olculat.d 01 a function of <f,.

0 . 28284 1.32929 0. 44570 -0.43787 0 . 35355 1. 57420 0. 41483 -0. 7445-4 0 . 42426 1.81691 0 . 37473 - 1.06744

0. 49497 2 .06720 0 . 32403 -1.40912 0.56668 2 . 29480 0 . 26158 -1. 77184 NOT ..

... ,.._IIIIII NCS: "'ITATI: O JI' ST111. ..S a IN A C l,-CVLAIIII C Y L.INDfll:IC &1..

0 . 63639 2 . 52926 0 .18654 -2.15617 IHC L.L W1'TM

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0.84852 3 . 20626 -0 .11635 -3 . 43897 0 . 98994 3 . 62829 -0 . 38079 - 4 . 38988 1.13137 4 .02201 -0.68968 -5 . 40137 1.27279 4 . 38777 -1.03524 -6.45827 au,a&a T AUOCIATU, DIC, FIGURE 2 Revision 29 11/2020

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure 3 STRESS DISTRIBUTION AROUND OPENINGS IN CYLINDRICAL SHELLS Sc 25 20 15 10 s

0 OUTER

o. 1.0 2.0 µ. o. t. O 2.0 µ.

(Al EXTENSION CASE (Bl PURE TORSION CASE LIKERKKEKER (1 t)

ERINGEN, NAGHDI AND TH IE L (9)

LUR 1 E (1)

SHEVLIA KOV AND ZIEGEL' (11)

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- - - HOUGHTON AND ROTHWELL (21) I/

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0.1 0.2 0 .3 o.~ o.s 0.6 0 .7 o.s 0 .9 1.0 (Cl CAPPED C YLINDER UNDER INT ERNAL PRESSURE OILBIUIT AAOCIATZI, INC, FIGURE 3 Revision 29 11/2020

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure 4 GRID FOR FINITE ELEMENT ANALYSIS OF THE STRESSES AROUND OPENINGS i.. , * . .. .~t.

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Cll,.&E.RT ASSOClATl:S, IJtC. FIGURE 4 Revision 29 11/2020

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure 5 MEMBRANE STRESS AROUND OPENING EDGE (VESSEL SUBJECT TO INTERNAL PRESSURE)

EXPERIMENTAL (REF. 19)

THEORETICAL 1 1 VAN DICKE, ERINGEN ET AL FINITE ELEMENT SOLUTION d . 2r 2

I

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3 C:ILBERT ASSOCIATES, INC. F IGURE 5 Revision 29 11/2020

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure 6 SURFACE STRESSES AROUND-OPENING EDGE (VESSEL SUBJECT TO INTERNAL PRESSURE)

EXPER IMENTAL (REF. 19)

THEORETICAL:

VAN DICKE, ERINGEN, 'ET AL' (REF. 9) l FINITE ELEMENT SOLUTION I d = 2r Inner surface - 5 CILBERT ASSOCIATES, INC. FIGURE 6 Revision 29 11/2020

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure 7 HOOP STRESSES ALONG LONGITUDINAL AX IS (VESSEL SUBJECT TO INTERNAL PRESSURE)

EX PER IMENTA L (REF. 19) PHOTOELASTICITY HUGGENBERGER T ENSOMET ER o FI NIT E ELEMENT SOLUTION - - - - - - - -

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s/ r GILBERT ASSOCIATES, INC, FIGURE 7 Revision 29 11/2020

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure 8 AXIAL STRESSES ALONG TRANSVERSE AXIS (VESSEL SUBJECT TO INTERNAL PRESSURE)

EXPERIMENTAL (REF.19) PHOTOE L ASTICITY HUGGENBERGER TENSOMETER o FIN I TE ELEMENT SOLUTION --- --- ---

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___f, OILBl:RT AUOCIATES . INC. FIGURE 8 Revision 29 11/2020

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure 9 HOOP STRESS-RESULTANT Ne ALONG SYMMETRY AXES

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I I GILBERT ASSOCtATICS, INC, FIGURE 9 Revision 29 11/2020

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure 10 LAYER THICKNESSES AND DESIGNATION TYPICAL SHELL RE I NFORCED SHELL 28.34 2.00 7.12 1.99 26.55 0.375 GILBERT ASSOCIATES, INC. FIGURE 10 Revision 29 11/2020

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure 11 NODAL FORCES DUE TO CURVATURE OF TENDONS IN NEIGHBORHOOD OF OPENING G 8 53 I 54 58 59 50 65 66 69 77 78 0

89 101 LE GENO SCALE:

e

- - TENDON 80 NODAL POINT L ' 10*: 10,000 LBS.

- NODAL FORCE PANEL NUMBER (LBS.)

GILBERT ASSOCIATES, INC, FIGURE 11 Revision 29 11/2020

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure 12 STRESS DISTRIBUTION AROUND OPENINGS (THERMAL GRADIENT NEAR EQUI PMENT OPENING)

+ 120° F 0 8 16 24 32 56 64 0

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112 120 ..1;;;;a.._ _ _ _. . . . . J L - - - - - . . . L . - - - - ' - - - - . J . - - _ , J STEEL LINE R (.375 ")

OILB&RT AHOCIATll:I, INC. FIGURE 12 Revision 29 11/2020

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure 13 Steady State Temperature Distributions - Winter Gradient

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C.ll.llE"RT AS:SOClATES, I NC. FICUIH I :?

Revision 29 11/2020

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure 14 STRESS DISTRIBUTION AROUND OPENINGS (EFFEC T OF BOND FAILURE ALONG TERMINATED REBARS)

RING RE INFORCEMENT REGION 0

dT LOAC TRANSFERRED BY BOND* .- (~d ) -=-

s ds 0

......... REBAR LOAD BEFORE BOND FAILURE T ( s)

  • 'REBAR LOAD AWAY FROM OPENING , REBAR LOAD AFTER POSTULATED BCNC* FAILURE T, ,

0 I 2r max (nd L) T L

T l- :-:: . . :_, -: -: :

NOTE: FORCES ON SHELL ARE APPLIED ON NODAL POINT NUMBERS 100-1 04, 109- 113, and 118-122.

LOADS APPLIED IN FINITE ELEMENT ANALYSIS GILBERT ASSOCIATES, l?<C. F IGURE 14 Revision 29 11/2020

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure 15 L SYMMETRY AXES HOOP STRESS RESULT ANTS ALONG HORIZON TAL AND VERTICA (INTERN AL PR ESSURE = 69 PSI

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I l OILBll:RT ASIOCIATE S. u,c. FIGURE 15 Revision 29 11/2020

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure 16 SHELL DISPLACEMENTS (FINAL VERTICAL PRESTRESS)

W3 NORMAL DISPLACEMENT

\

CRACKED

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.0097 W3

-- ..L--

CRACKED UNCRACKED SCALE FOR IN*PLANE DISPLACEMENTS:

1/ 10" = .006 2

<lll.BltRT ASSOCIATltS , INC. FIGURE 16 Revision 29 11/2020

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure 17 SHELL DISPLACEMENTS (69 PSI INTERNAL PRESSURE)

,--,*1.-20_ _*...,50_9_.,_ NORMAL DISPLACEMENT I

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~ I UNCRACKED t-or---t-f--

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_J' 2

GILBERT AIISOCtATl!:S, INC, FIGURE 17 Revision 29 11/2020

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure 18 INTERACTION DIAGRAM FOR AXIAL COMPRESSION/TENSION ANO BENDING P (Compression) REINFORCED 1*

..;.-.....,....--,r,-_ _ _ _..,,..._,..._-.,l-CONCRETE \~: As1 As2 MEMBER Po

t 1'.
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I* Plostic II STRAIN ly rCeniroid I I DIAGRAM Es l = -

I C

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~

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0 INTERACTION DIAGRAM

. COMPRESSION AND BENDING ' I CsJ= A~j f y SIMPLE Pb Diagram BENDING Cc (P {tension)

- - Po DIAGRAM

' 0 85 f~

0 b= k 1°cb 0

b-o a 0.85 I~

M

+ Mo INTERACTION DIAGRAM TENS ION AND BENDING GILBERT AaSOCJATES, INC. F I GURE 18 Revision 29 11/2020

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure 19 INTERACT ION DIAGRAM RING STEEL DIRECTION ELEMENTS NO. 73 & 74

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.J w w ClLBltltT AUOCIATltS, !NC. FIGURE 19 Revision 29 11/2020

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure 20 INTERACTION DIAGRAM ELEMENTS NO. 97, 100 & 101 70 K/IN SHELL REFERENCE SURFACE LEGEND

  • ELE MENT 97 ELEMENT 100 30
  • ELEMENT 101 20
  • 10 Mv,Me

-900 -600 -300 * + 300 + 900 K*IN/ IN Gll.BKJtT AUOCIATKI, l?<C::. F IGURE 20 Revision 29 11/2020

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure 21 INTERACTION DIAGRAM ELEMENTS NO, 97, 100 & 101 t  %

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GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure 22 INT ERACTION DIAGRAM EL EMENTS NO. 33, 55, 66 & n

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GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure 23 INTERACTION DIAGRAM

. ELEMENT NO. n

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GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure 24 INTERACTION DIAGRAM ELEMENT NO. 55

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Revision 29 11/2020

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Drawings APPENDI X 3B D R A WI N G S

' -- - - - -- -- - - - - - - -- - G l l 8 £ R T A 5 SOC 1 A T £ S. I NC. - - - -- - - - -- - -- ----~

3B-69 Revision 29 11/2020

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure Drawing 1Reactor Containment Vessel - Equipment/Personnel Access Reinforcement -

Enlarged Sections Figure Deleted Refer to Drawing 0421-0024 Rev. 006 Revision 29 11/2020

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure Drawing 2Reactor Containment Vessel - Equipment Access Opening Reinforcement -

Stretch-out & Sections Figure Deleted Refer to Drawing 0421-0022 Rev. 007 Revision 29 11/2020

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure I Comparison of H.H. & GAI Results Hoop Stress Resultants Along Horizontal and Vertical Symmetry Axes (Internal Pressure = 69 PSI)

COMPAR ISON OF HH & BAND GAi RESULTS HOOP STRESS RESULTANTS ALONG HORIZONTAL AND VERTICAL SYMMETRY AXES (INTERNAL PRESSURE = 69 PSI) .

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OILB&RT AAOCIATU, INC. FIGURE I Revision 29 11/2020

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure Drawing 1Reactor Containment Vessel - Equipment/Personnel Access Reinforcement -

Enlarged Sections Figure Deleted Refer to Drawing 0421-0024 Rev. 006 Revision 29 11/2020

GINNA/UFSAR Appendix 3B DESIGN OF LARGE OPENING REINFORCEMENTS FOR CONTAINMENT VESSEL Figure Drawing 2Reactor Containment Vessel - Equipment Access Opening Reinforcement -

Stretch-out & Sections Figure Deleted Refer to Drawing 0421-0022 Rev. 007 Revision 29 11/2020

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Revision 29 11/2020

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