ML16256A196

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Revision 309 to Final Safety Analysis Report, Chapter 3, Design of Structures, Components Equipment and Systems, Appendix 3.6B, Figures 2.1.1 Through 4.19
ML16256A196
Person / Time
Site: Waterford Entergy icon.png
Issue date: 08/25/2016
From:
Entergy Operations
To:
Office of Nuclear Reactor Regulation
Shared Package
ML16256A115 List: ... further results
References
W3F1-2016-0053
Download: ML16256A196 (44)


Text

STRAIGHT PIPE ELEMENT FIGURE: 2.1.1 SE ES 1 n P n EFFECTIVE STRESS STRAIN CURVE FIGURE:

STRESS STRAIN CURVE FOR A Bl-LINEAR STRAIN HARDENING MATERIAL FIGURE:

BOUNDARY (UNDISTURBED (DEFLECTION VECTOR BOUNDARY FOR GAP MODEL AT RESTRAINTFIGURE: 2.1.4 FORM MASS AND STIFFNESS MATRICES, ASSEMBLE/STORE INTEGRATION INITIAL CONDITIONS AT TIME FIND PLASTIC CORRECT FORCE YIELDS FIND FIND SET SET ELEMENT FOR ELEMENT FOR INITIALLY INITIALLY REMAINS REMAINS ELASTIC ELASTIC YES NEW INITIAL CONDITIONS AT ntl STOP. GURE PIPE PROPERTIES 43 O-D 1.2252.500WALL A106 GRADE C 26.06 10 PSI DESIGN PR 1665 CIRCUMFERENTIAL BREAK 9 CIRCUMFERENTIAL BREAK IN STEAM LINE FIGURE: 2.3.1 0 1 0 SEE FIGURE FOR ORIENTATION WITH AXES.0 3 EFFECTIVE GAPS AT RESTRAINT AT NODE 14FIGURE: 2.3.2 GAP EFFECTIVE SPRING a 6.66 2 3 5.95 x 106 4 6.66 x s 2.99 x 0.16 0.20 FORCE DIAGRAM FOR RESTRAINTS IN 43 MAIN STEAM FIGURE:

0.l TIME FORCE VS. TIME AT NODE IN MAIN STEAM FIGURE:2.3 0.DEFLECTION OF RESTRAINT (NODE IN DIRECTION FIGURE: 2.3.5 140 120 100 60 40 20 0 0 I .0.05 0.10 0.150.200.25 0.30 TIME FORCE ON RESTRAINT AT NODE FIGURE:

0 0 4+x 3 4 2 5 0 3 0 2 0 3 0 2 9 0 3 0 3 0 0 4 0 3 2 11 0 2 RESTRAINT ORIENTATIONS 0 4 0 1 0 4 0 1 0 4 0 1 CARBON STEEL PRESS. TEMP. STR. 27,900 STM. LINE TRANSVERSE BREAK AT NOOE FIGURE: 2.3.7

i 01 LEGEND FOR DIRECTION OF SPRING REACTION I--- MAIN STEAM LINE BREAK AT NODE 12 REACTION AT PIPE WHIP RESTRAINT AT NODE.9 IN + X + DIRECTIONS VERSUS TIME FIGURE:

10 7 4 2 1 0 100 1 TIME x MAIN STEAM FORCE FIGURE: 2.3.10 (SECONDS) 30 psi I 28.1 in' SEC.0.25 w 18.9ELASTIC BEAM UNDERUNIFORM DYNAMIC LOAD FIGURE:

P 10% SYMMETRY 0.4406646 E4 time 0.7115841 E4 1 2 5 3 4 6 0 1 2 3 4 1 2 3 45 6 time 0.9662027 4 ,0.1564142E-3 1 2 3 4 S 6 DEFLECTION HISTORY UNIFORM SIMPLE BEAM FIGURE:

tim 0.7116641 0.1564142 E-3 1 2 3 4 5 6 X 1 0.5564165 E-3 1 2 3 4 5 6 ANALYTIC----- NUMERICAL ACCELERATION HISTORY UNIFORM SIMPLE BEAM FIGURE:

Z 4 PIPE AREA 3.174 IN I 7.233 IN E 29. x PSI W 10.79 #/FT.

0.3 FIXED F MAX.FIXED7 MASS PLANE FRAME FIGURE:

Y 1 A 4 6 I 8 FIXED 10 MASS PLANE FRAME 60" FIGURE:

10 2 0 FRAME LEGEND: PLAST PLAST MASSES)REF a FIGURE:

FRAME LEGEND: ANSYS MASSES)---- MASSES)0 TIME FIGURE:

K U 0 0

= REF CENTRAL DEFLECTION VERSUS TIME FIGURE:

FIGURE 4.2 CIRCUMFERENTIAL BREAK CONTROL VOLUME FIGURE 4.3 LONGITUDINAL BREAK CONTROL VOLUME 2400 2200 ---3 I-I-I-I-3.I I I I0246 8 10 TIME FIGURE 4.4 FULLY OPEN BREAK VOLUMES) i.0 1 3 5 TIME FIGURE 4.5 54 VERTICAL AND LATERAL SUPPORT ORIFICE PLATE ID 2.323RUPTURE DISK = LENGTH OF SMALL PIPE, INCHES WITH NO EXTENSION 21 INCHES WITH EXTENSION A INCHES WITH EXTENSION B 54 INCHES P PRESSURE TRANSDUCER IS INCHES FROM RUPTURE DISC P4 IS INCHES FROM AREA CHANGE WHEN NO PIPE EXTENSION WAS PRESENT, THERE WAS NO PRESSURE TRANSDUCER P4.

ORIFICE DIAMETERS OF AND INCH ARE USED; AREAS ARE 30 AND 10% OF SMALL PIPE, THICKNESS OF ORIFICE PLATE IS INCH.ORIFICE PLATE IS REMOVED FOR STUDIES WITH FULL-OPEN BREAK.

FIGURE 4.6 IDAHO NUCLEAR CORPORATION PIPE EXPERIMENT WSES-FSAR-UNIT-3 6000 4000 4000-6000 I I--y-------i-

---0 1 2 3 4 5 6 7 TIME FIGURE 4.7 WSES-FSAR-UNIT-3 I ORIFICE--TIME FIGURE 4.8

4.12 STEAM (4 VOL. SYSTEM)

--A--A--A FIGURE 4.13