ML20128P972

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Nonproprietary South Texas Project Unit 1,Model 100 Reactor Coolant Pump Pressure Boundary Summary Rept
ML20128P972
Person / Time
Site: South Texas STP Nuclear Operating Company icon.png
Issue date: 02/25/1981
From: Downs G, Parsons L, Price J
WESTINGHOUSE ELECTRIC COMPANY, DIV OF CBS CORP.
To:
Shared Package
ML20128P958 List:
References
EM-5351, EM-5351-01, EM-5351-1, NUDOCS 8507260554
Download: ML20128P972 (9)


Text

e o 5 WEST!f4GHOUSE ELECTRIC CORPORAT!0tl ELECTRO-MECHAfi! CAL DIVISIOil Q*'

% CHESWICK, Petit 45YLVAtil A J ,

.M SOUTH TEXAS PROJECT Uti!T fiO.1 MODEL 100 REACTOR C00LAf4T PUMP PRESSURE 00Ut4DARY SU'1 MARY REPORT TGX - 5.0. U395 February 25,1981 EtiGlf4EERlfiG MEMORAfiDUM 5351 by J. D. Prico APPROVED BY: WRITTEllDY:

h 5_ htW G. T. Downi., hanager .

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n or Engineer Structural Analysis S ructural Analysis CERT!r!CAfl0fe CHECKED DY:

.This document compliot with the provisions of the ASME Doller ff N r" n <D ers F and Protturo Voltel  ;' l"~C7aTi6*nEf61b Engineer Codo Section !!! ,j,[, ?SC.' ', Structural Analytit through 573 Addenda ,

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PECORD OF REVis!0NS Revision Number Date Revision Revised by! Checked by 0 2/25/ 81 Original Issue J. D. Prico L. E. Parsons l

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TABLE OF CONTENTS Page RECORD OF REVISIONS ...................... 1 ADSTRACT . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 LIST OF FIGURES ........................ v LIST OF TADLCS . . . . . . . . . . . . . . . . . . . . . . . . . vi

1.0 INTRODUCTION

. . . . . . . . . . . . . . . . . . . . . . . . . . 1-1 2.0 $UMMARY AND CONCLU510'45 .................... 2-1

, 3.0 COMPONENT Ot$CRIPfl0N ..................... 31 3.1 Pressure Doundary . . . . . . . . . . . . . . . . . . . . . 33 4.0 CODC CRIT [RI A C00C ITCH 5 . . . . . . . . . . . . . . . . . . . 41 4.1 Introduction ....................... 41 4.7 S tress Limi ts (hu 3200) . . . . . . . . . . . . . . . . . . 43 4.2.1 Stress Limits for Other than Bolts (kD 3220) . . . . 43 4.2.2 Stross Limits for Dolts (kD 3230) ......... 43 4.3 fatiguo . . . . . . . . . . . . . . . . . . . . . . . . . . 45 4.4 Tube Collapse . . . . . . . . . . . . . . . . . . . . . . . 46 6.0 ANALYTICAL TCCitti!QUti ..................... 51 6.0 0[51G4 RtQUlk(MINTS ...................... 61 6.1 Generic 0a:16 . ...................... 61 6.2 104 Requirements ..................... 61 1

6.2.1 Dra,4tngs . . . . . . . . . . . . . . . . . . . . . . 61 6.2.2 Specification ................... 67 6.2.3 AtMC Code Require +onL6 . . . . . . . . . . . . . . . 60 1.0 $UMMA41 Of STRtil R[tVLfa . . . . . . . . . . . . . . . . . . . 11 I

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TABLE OF CONTENTS (Continued) f.lif.

8.0 SITE ACLATED ANALYSIS

.........'............ 81 8.1 l Component Fabrication Variation Documents . . . . . . . . .

81 l 8.2 Seismic Analysts

..................... 8 146 i 8.2.1 seal Housing . . . . . . . . . . . . . . . . . . . .

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8.2.2 Main Closure . . . . . . . . . . . . . . . . . . . . 8 149 8.3 Casing Suction and Discharge Nonle Analysis 8 155

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8.4 Themal Analysts Ofscussion . . . . . . . . . . . . . . . . 8 164 8.4.1 Fatigue Wafver Evaluation

............. 8 165 8.4.2 Casing Stress Range

................ 8 166 9.0 ACKNOWLEDGCMENTS . . . . . . . . . . . . . . . . . . . . . .91 ..

10.0 REFE4[HCES . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 1 11.0 015fRIOUfl0N LIST

....................... 11 1 12.0 70X CRAWINCS . . . . . . . . . . . . . . . . . . . . . . . . . . 12 1 i IJ.0 MICR0fl0ft . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 1 i

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LIST OF FIGtJRES, g Page 3-1 Modo) 100 Pump / Motor Assembly . . . . . . . . . . . . . 32 32 Pressure Boundary Components . . . . . . . . . . . . . 34 33 Seal Hous ing Area . . . . . . . . . . . . . . . . . . . 37 81 Excessive Feedwater Flow Transient as Compared to WEMD Combined Transient Group 3 . . . . . . . . . . . . . 8 173 82 Excessivo Feodwater Flow Transient Used in Dischargo Nonle WECAN Run ................... 8 175 l C $

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LIST OF TABLES Table P,a,28 ,

4-1 Stress Limits for Other Than Bolts . . . . . . . . . . . 4-4 f 61 General Requi rements . . . . . . . . . . . . . . . . . ,

6-2 62 Tempe ra tu m Requ i remen ts . . . . . . . . . . . . . . . . 63 I 63 Pressure Requirements ................. 64 l 64 Speci fied Conditions . . . . . . . . . . . . . . . . . . 65 65 Draw i n g L i s t . . . . . . . . . . . . . . . . . . . . . . 68 g 7-1 Calculated versus Allowable Stresses . . . . . . . . . . 72 i 72 Stress References 73

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73 Norale and Support feet Stresses . . . . . . . . . . . . 74 l

,74 Casing Stresses Due to Nozzle and f act Loads . . . . . . 7-5 I

81 Reactor Coolant Pump Nozzle Loads for TGX ....... 8 177 82 Stress Intensity Range vs. 35, Limit in TGX Suction and Discharge Nozzles ................. 8 180 i

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1.0 INTRODUCTION

l The purpose of this report is to verify the structural adequacy of the pressure boundary components of the Model 100 Reactor Coolant Pumps for the South Texas Project Unit No. 1. Verification is essentially based on the

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analyses presented in the generic stress reports of References 10.4 through 10.10.

The design requirements for the TGX pumps are prasented in Section 6.0, Any difforences between tne design requirements for TGX and those considered in the generic reports are discussed and resolved in this report. Any additional analysis generated by the TGX design requirement:, is included in Section 8.0.

The stress analysis of the nonpressure boundary components for the TGX pumps 15 found in Reference 10.13.

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2.0

SUMMARY

AND CONCLUSIONS Based on a detailed review of all the design and analysis requirements for the TGX reactor coolant pumps, it is concluded that the generic stress reports (References 10.4 through 10.10) are applicable to the TGX analysis. Therefore, based on those generic reports and other analyses included in this report, it is concluded that the pressure boundary components for the TGX reactor coolant pumps satisfy all specific requirements of the E-Specs (References 10.2 and 10.3)

., andtheASMECode(Reference 10.1).

A complete stress summary for the M100 pressure boundary components for TGX is given in Section 7.0 of this report.

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