ML16127A494

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017_05 Appendix 5D Stress Analysis of BUTTRESS-Figures
ML16127A494
Person / Time
Site: Three Mile Island Constellation icon.png
Issue date: 04/11/2016
From:
Exelon Generation Co
To:
Office of Nuclear Reactor Regulation
Shared Package
ML16127A520 List: ... further results
References
TMI-16-035
Download: ML16127A494 (29)
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Text

{{#Wiki_filter:TMI UFSAR

Figures 5D-1 through 5D-6 Deleted

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10---I..1...,-*...., OF' It-J BUTTRESSES 5 $ECTIOU Rt8CTOli aLeC;p.5D.FIG-7 OETAII.I!UTTR£SS (TVfD)ra:il!l Nuclear TMI Unit-'Typical Hoop Tendon Arrangement Update-1 7/82 Fig.50-7 PLAN M t---il Il'\o N I 5 f C.T ION 1-t DET"IL5-p: 1400 KI PS 2 0'" X20 2*f.A, W (;)tQ 31070 PSI f c2 2!>O'51 I...II 25-7" 25-7 b.EqUIvALeNT FLUID PRt.55URt. Ia:im Nuclear 1MI Unit-1 Buttress-Hoop Tendon Bearing Stresses p.5D.FIG-8 Update-1 7/82 Fig.50-8 C.5UTT"'ESS ANCHOR ZONE: PLAN ,--\\bOST"TIC.LIN!S\BUTTRt55 ANCHOR ZONe-\\ 5TRE.SS FLOW\f-__---\......-\-'\\b.SPLITTIN6 TENSILE\.sEE 50-' II \\\ TMI Unit-l Update-1 7/82 p.5D.FIG-9 Buttress-Radial Bursting Stresses Fig.50-9 p p p y"N---tl.Burruss ANCUdR.ZDNE ELEVAT/tJN IDEAL/ZED STfEJS ONE STR,Es.sID , b.aUTTRlSS NiCIIOQ.Z()NE ELEVATION IDEAL/liD 5TR.E5S ffiW, Au..TENDINS 5TQlSSID p.5D.FIG-IO[[i;I!I Nuclear TMI Unit-1 Buttress-Vertical Bursting Stresses Update-1 7/82 Fig.50-10 ....N I ,.., N'0 ,"4 ," z.__It: 1400 IlL HZ IJIZk N=p.5D.FIG-ll ra:im Nuclear TMI Unit-1 Hoop Tendon Typical Anchor Force Distribution Update-1 7/82 Fig.50-11 H"/382-I(-N N----------H: 13621(I I*III I I I H:/36 2.I(I--*I I I I/(j-10d" I 18"/44p.5D.FIG-12 TMI Unit-l Hoop Prestress Idealized Venical Stress Flow in Buttress Update-1 7/82 Fig.50-12 ItI'..ClUCK PLAN£r-----------c III e}15.5"--l L J 1MI Unit-1 Update-1 7/82 p.5D.FIG-13 Idealized Model for Spalling Fig.50-13 Bi!lNuclea, 1MI Unit-1 Update-1 7/82 p.5D.FIG-14 A Triangular Plane Stress Finite-Element Fig.5D-14 a.A TYPICAL SECTION OF A CONTAINMENT VESSEL A A b.STRETCH OUT, CYLINDER CUT AT AA A.A A r HOOP TENDON rBUTTRESSI111'fP*'I', I; I>..... 1J)'I 0!I/'-";;: I..I"J//,.-'Xl' II?:'I

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y A A c.DETAil OF ONE BUTTRESS 0]!]Nuclear TMI Unit-1 Update-1 7/82 p.5D.FIG-15 Reactor Building with Buttresses Fig.50-15 h oA/'"/,./'" V</', ,/,/',/V ..r TMI Unit-1 Update-1 7/82 p.5D.FIG-16 Adiabatic Sections Fig.50-16 p.5D.FIG-17 la]!]Nuclear TMI Unit-1 Model of Gridwork for Thermll Analysis Update-1 7/82 Fig.50-17 160 160 WINTER-NORMAL OPERA nON WINTER NORMAL OPERA nON RADIAL MID-SEcnON OF BUTTRESS RADIAL MID-SEcnON OF WALL 150 150 140 140 it-130 it-130 UJ UJ a:: a::120 i=!120 4: 4: a:: a:: UJ UJ Cl..Cl..110 2 110100 100 90 90 80 80 70 70 60 60 50 50 40 40 INSIDE FACE-INSIDE FACE 30 3009 18 27 34 41 48 55 62 6907 14 21 28 35 42 TIiICKNESS -INCHES llilCKNESS -INCHES p.5D.FIG-18 tmmNuclear TMI Unit-1 Temperature Profiles through Wall and Buttress for Various Thermal Load Conditions C.F.#1 ASKM167 Update-1 7/82 Sheet 1 of 5 Fig.50-18 160 160 WINTER START-UP WINTER START-UP RADIAL MID-SECTION OF BUTTRESS RADIAL MID-SECTION OF WALL 150 150 140 140 130 130 120 120 110 j 110100 w w 0: 0:9090<<<<0: 0: W W a..a..808070 70 2 HRS.2 fiRS.1.5 HRS.1.5 HRS.60 1 HR.60 1 HR. 0.5 HRS.OUTSIDE FACE o HRS OUTSIDE FACE 50 50 40 40 INSIDE FACE INSiDE FACE 30 30 0 9 18 27 34 41 48 55 62 69 0 7 14 21 28 35 42 THICKNESS-INCHES THICKNESS-INCHES p.5D.FIG-19 1M I Unit-1 Temperature Profiles through Wall and Buttress for Various Thermal Load Conditions C.F.#lASKM16H Update-1 7/82 Sheet 2 of 5 Fig.50-18 -160 160 WINTER START-UP WINTER START-UP RADIAL MID-SECTION OF BUTTRESS RADIAL MID-SECnON OF WALL 150 150 140 140 130 130'20 120 110 110 u..I.L.0 0 w 20 DAYS w IX: 100 6 DAYS IX: 100 20 DA'(S6 DAYS c:(2 DAYS c:(2 DAYS a::: a::: w 90 1 DAY90 1 DAY (l.1/2 DAY1/2 DAY80 80 70 70 60 60 OUTSIDE FACE o DAYS o DAYS 50 50 40 40 INSIDE FACE iNSIDE FACE30 30 0 9 18 27 34-41 48 69 0 7 14 21 28 35 42 THICKNESS-INCHES THICKNESS-INCHES p.5D.FIG-20 ta:im Nuclear TMI Unit-1 Temperature Profiles through Wall and Buttress for Various Thermal Load Conditions C.F.#1 ASKM169 Update-1 7/82 Sheet 3015 Fig.50-18 160 160 MNTER START-UP WINTER START-UP RADIAL MID-SECTION OF BUTTRESS RADIAL MID-SECTION OF WALL 150 150 140 140 1.30 130 120 120 110 110 o HRS.100 0.5 HRS.100 o HRS L..0 1 HR.0.'5 HRS w 1.5 HRS., HR.tr 2 HRS.9090 1.5 HRS c(u...2 HRS a:::: 0 w w 80 (l.80 trc(70 tr 70 w (l.60 60 OUTSIDE 50 FACE 50 40 40 INSIDE FACE INSIDE FACE 30 30 0 9 18 27 34-41 48 55 62 69 0 7 14 21 28 35 42"THICKNESS -INCHES THICKNESS-INCHES p.5D.FIG-21 Ia:im Nuclear TMI Unit-1 Temperature Profiles through Wall and Buttress for Various Thermal Load Conditions C.F.#1 ASKM170 Update-1 7/82 Sheet 4015 Fig.50-18 o WINTER-ACCIDENT RADIAL MID-SECTION OF WALL 5.000 SECS.INSIDE FACE 80 40 60 30 70 50 130 120 t-----------++--4 1 40 150 160..------------110 1LI cr:100<ffi90INSIDE FACE WINTER-ACCIDENT RADIAL MID-SECTION OF BUTTRESS 5.000 c)ECS.30--OUTSIDE FACE 40 50 70 60 80 130 120 1-----------------+-+-4 140 I------------------+-f 150 160.------------------,110 1LI cr:100 f----------------+--+---7l 0<a::: 1LI90o 9 18 27 34 41 48 55 62 THICKNESS-INCHES 69 o 7 14 21 28 35 42 THICKNESS-INCHES.p.5D.FIG-22 ImmNuclear TMI Unit-1 Temperature Profiles through Wall and Buttress for Various Thermal Load Conditions C.P.#lASKM171 Update-1 7/82 Sheet 5015 Fig.50-18 --*o p. ...*o BimNuclear TMI Unit-1 Iso-Thermal Curves for Winter Normal Operating Temperature Condition Update-1 7/82 Fig.5D-19 o (),......o ()." ..r TMI Unit-1 Update-1 7/82 p.5D.FIG-24 Iso-Thermal Curves for Winter Accident Temperature Condition at Time=10,000 Sees.Fig.50-20 Iw Cl:......:::l coa----"'_.....__........""'------'--- ta:im Nuclear TMI Unit-1 Update-1 7/82 p.5D.FIG-25 The Hoop Tendon Loads, Internal Pressure and the Equivalent Liner Pressure Fig.50-21 p.5D.FIG-26 Iai!l Nuclear TMI Unit-l Finite-Element Grid Work for Buttress Analysis Update-1 7/82 Fig.5D-22 BiEJNuclear TMI Unit 1 Update*1 7/82 p.5D.FIG-27 Minimum Principal Stresses for Maximum Prestress Forces and Winter Normal Operating Condition (Cae A)(PSI)Fig.50*23 --la:iI!l Nuclear TMI Unit-1 Update-1 7/82 p.5D.FIG-28 Maximum Principal Stresses for Maximum Prestress Forces and Winter Normal Operating Condition (Case A)(PSI)Fig.50-24

TMI Unit-1 Update-1 7/82 p.5D.FIG-29 Minimum Principal Stresses for Maximum Prestress Forces and Winter Accident Condition (Case B)(PSI)Fig.50-25 .-laimNuclea, IMI Unit-1 Update-1 7/82 p.5D.FIG-30 Maximum Principal Stresses for Maximum Prestress Forces and Winter Accident Condition (Case B)(PSI)Fig.50-26 lmmNuclear IMI Unit-1 Update-1 7/82 p.5D.FIG-31 Minimum Principal Stresses for Minimum Prestress Forces and Winter Normal Operating Condition (Case C)(PSI)Fig.50-27 [ai!]Nuclear TMI Unit-1 Update-1 7/82 p.5D.FIG-32 Maximum Principal Stresses for Minimum Prestress Forces and Winter Normal Operating Condition (Case C)(PSI)Fig.5D-28

TMI Unit-l Update-1 7/82 p.5D.FIG-33 Minimum Principal Stresses for Minimum Prestress Forces and Winter Accident Condition (Case 0)(PSI)Fig.50-29

TMI Unit-1 Update-1 7/82 p.5D.FIG-34 Maximum Principal Stresses for Minimum Prestress Forces and Winter Accident Condition (Case 0)(PSI)Fig.50-30 TMI UFSAR

Figures 5D-1 through 5D-6 Deleted

  • ....,..:.J..JJ at%a ex:---------,.,.::"'-fillfllIt'"z-------:;r---,-t=------N-....-'----:::: 1--'---I-------.-'....._..C-----,.,.-.---t:;.......=...--1---01W\.*.....1-k:-1-...*"'.,.".",.-.,.".--*'"",*:----\..9 N--'I"'""'".-.rv--..--'"-.--,..;j-w.

10---I..1...,-*...., OF' It-J BUTTRESSES 5 $ECTIOU Rt8CTOli aLeC;p.5D.FIG-7 OETAII.I!UTTR£SS (TVfD)ra:il!l Nuclear TMI Unit-'Typical Hoop Tendon Arrangement Update-1 7/82 Fig.50-7 PLAN M t---il Il'\o N I 5 f C.T ION 1-t DET"IL5-p: 1400 KI PS 2 0'" X20 2*f.A, W (;)tQ 31070 PSI f c2 2!>O'51 I...II 25-7" 25-7 b.EqUIvALeNT FLUID PRt.55URt. Ia:im Nuclear 1MI Unit-1 Buttress-Hoop Tendon Bearing Stresses p.5D.FIG-8 Update-1 7/82 Fig.50-8 C.5UTT"'ESS ANCHOR ZONE: PLAN ,--\\bOST"TIC.LIN!S\BUTTRt55 ANCHOR ZONe-\\ 5TRE.SS FLOW\f-__---\......-\-'\\b.SPLITTIN6 TENSILE\.sEE 50-' II \\\ TMI Unit-l Update-1 7/82 p.5D.FIG-9 Buttress-Radial Bursting Stresses Fig.50-9 p p p y"N---tl.Burruss ANCUdR.ZDNE ELEVAT/tJN IDEAL/ZED STfEJS ONE STR,Es.sID , b.aUTTRlSS NiCIIOQ.Z()NE ELEVATION IDEAL/liD 5TR.E5S ffiW, Au..TENDINS 5TQlSSID p.5D.FIG-IO[[i;I!I Nuclear TMI Unit-1 Buttress-Vertical Bursting Stresses Update-1 7/82 Fig.50-10 ....N I ,.., N'0 ,"4 ," z.__It: 1400 IlL HZ IJIZk N=p.5D.FIG-ll ra:im Nuclear TMI Unit-1 Hoop Tendon Typical Anchor Force Distribution Update-1 7/82 Fig.50-11 H"/382-I(-N N----------H: 13621(I I*III I I I H:/36 2.I(I--*I I I I/(j-10d" I 18"/44p.5D.FIG-12 TMI Unit-l Hoop Prestress Idealized Venical Stress Flow in Buttress Update-1 7/82 Fig.50-12 ItI'..ClUCK PLAN£r-----------c III e}15.5"--l L J 1MI Unit-1 Update-1 7/82 p.5D.FIG-13 Idealized Model for Spalling Fig.50-13 Bi!lNuclea, 1MI Unit-1 Update-1 7/82 p.5D.FIG-14 A Triangular Plane Stress Finite-Element Fig.5D-14 a.A TYPICAL SECTION OF A CONTAINMENT VESSEL A A b.STRETCH OUT, CYLINDER CUT AT AA A.A A r HOOP TENDON rBUTTRESSI111'fP*'I', I; I>..... 1J)'I 0!I/'-";;: I..I"J//,.-'Xl' II?:'I

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y A A c.DETAil OF ONE BUTTRESS 0]!]Nuclear TMI Unit-1 Update-1 7/82 p.5D.FIG-15 Reactor Building with Buttresses Fig.50-15 h oA/'"/,./'" V</', ,/,/',/V ..r TMI Unit-1 Update-1 7/82 p.5D.FIG-16 Adiabatic Sections Fig.50-16 p.5D.FIG-17 la]!]Nuclear TMI Unit-1 Model of Gridwork for Thermll Analysis Update-1 7/82 Fig.50-17 160 160 WINTER-NORMAL OPERA nON WINTER NORMAL OPERA nON RADIAL MID-SEcnON OF BUTTRESS RADIAL MID-SEcnON OF WALL 150 150 140 140 it-130 it-130 UJ UJ a:: a::120 i=!120 4: 4: a:: a:: UJ UJ Cl..Cl..110 2 110100 100 90 90 80 80 70 70 60 60 50 50 40 40 INSIDE FACE-INSIDE FACE 30 3009 18 27 34 41 48 55 62 6907 14 21 28 35 42 TIiICKNESS -INCHES llilCKNESS -INCHES p.5D.FIG-18 tmmNuclear TMI Unit-1 Temperature Profiles through Wall and Buttress for Various Thermal Load Conditions C.F.#1 ASKM167 Update-1 7/82 Sheet 1 of 5 Fig.50-18 160 160 WINTER START-UP WINTER START-UP RADIAL MID-SECTION OF BUTTRESS RADIAL MID-SECTION OF WALL 150 150 140 140 130 130 120 120 110 j 110100 w w 0: 0:9090<<<<0: 0: W W a..a..808070 70 2 HRS.2 fiRS.1.5 HRS.1.5 HRS.60 1 HR.60 1 HR. 0.5 HRS.OUTSIDE FACE o HRS OUTSIDE FACE 50 50 40 40 INSIDE FACE INSiDE FACE 30 30 0 9 18 27 34 41 48 55 62 69 0 7 14 21 28 35 42 THICKNESS-INCHES THICKNESS-INCHES p.5D.FIG-19 1M I Unit-1 Temperature Profiles through Wall and Buttress for Various Thermal Load Conditions C.F.#lASKM16H Update-1 7/82 Sheet 2 of 5 Fig.50-18 -160 160 WINTER START-UP WINTER START-UP RADIAL MID-SECTION OF BUTTRESS RADIAL MID-SECnON OF WALL 150 150 140 140 130 130'20 120 110 110 u..I.L.0 0 w 20 DAYS w IX: 100 6 DAYS IX: 100 20 DA'(S6 DAYS c:(2 DAYS c:(2 DAYS a::: a::: w 90 1 DAY90 1 DAY (l.1/2 DAY1/2 DAY80 80 70 70 60 60 OUTSIDE FACE o DAYS o DAYS 50 50 40 40 INSIDE FACE iNSIDE FACE30 30 0 9 18 27 34-41 48 69 0 7 14 21 28 35 42 THICKNESS-INCHES THICKNESS-INCHES p.5D.FIG-20 ta:im Nuclear TMI Unit-1 Temperature Profiles through Wall and Buttress for Various Thermal Load Conditions C.F.#1 ASKM169 Update-1 7/82 Sheet 3015 Fig.50-18 160 160 MNTER START-UP WINTER START-UP RADIAL MID-SECTION OF BUTTRESS RADIAL MID-SECTION OF WALL 150 150 140 140 1.30 130 120 120 110 110 o HRS.100 0.5 HRS.100 o HRS L..0 1 HR.0.'5 HRS w 1.5 HRS., HR.tr 2 HRS.9090 1.5 HRS c(u...2 HRS a:::: 0 w w 80 (l.80 trc(70 tr 70 w (l.60 60 OUTSIDE 50 FACE 50 40 40 INSIDE FACE INSIDE FACE 30 30 0 9 18 27 34-41 48 55 62 69 0 7 14 21 28 35 42"THICKNESS -INCHES THICKNESS-INCHES p.5D.FIG-21 Ia:im Nuclear TMI Unit-1 Temperature Profiles through Wall and Buttress for Various Thermal Load Conditions C.F.#1 ASKM170 Update-1 7/82 Sheet 4015 Fig.50-18 o WINTER-ACCIDENT RADIAL MID-SECTION OF WALL 5.000 SECS.INSIDE FACE 80 40 60 30 70 50 130 120 t-----------++--4 1 40 150 160..------------110 1LI cr:100<ffi90INSIDE FACE WINTER-ACCIDENT RADIAL MID-SECTION OF BUTTRESS 5.000 c)ECS.30--OUTSIDE FACE 40 50 70 60 80 130 120 1-----------------+-+-4 140 I------------------+-f 150 160.------------------,110 1LI cr:100 f----------------+--+---7l 0<a::: 1LI90o 9 18 27 34 41 48 55 62 THICKNESS-INCHES 69 o 7 14 21 28 35 42 THICKNESS-INCHES.p.5D.FIG-22 ImmNuclear TMI Unit-1 Temperature Profiles through Wall and Buttress for Various Thermal Load Conditions C.P.#lASKM171 Update-1 7/82 Sheet 5015 Fig.50-18 --*o p. ...*o BimNuclear TMI Unit-1 Iso-Thermal Curves for Winter Normal Operating Temperature Condition Update-1 7/82 Fig.5D-19 o (),......o ()." ..r TMI Unit-1 Update-1 7/82 p.5D.FIG-24 Iso-Thermal Curves for Winter Accident Temperature Condition at Time=10,000 Sees.Fig.50-20 Iw Cl:......:::l coa----"'_.....__........""'------'--- ta:im Nuclear TMI Unit-1 Update-1 7/82 p.5D.FIG-25 The Hoop Tendon Loads, Internal Pressure and the Equivalent Liner Pressure Fig.50-21 p.5D.FIG-26 Iai!l Nuclear TMI Unit-l Finite-Element Grid Work for Buttress Analysis Update-1 7/82 Fig.5D-22 BiEJNuclear TMI Unit 1 Update*1 7/82 p.5D.FIG-27 Minimum Principal Stresses for Maximum Prestress Forces and Winter Normal Operating Condition (Cae A)(PSI)Fig.50*23 --la:iI!l Nuclear TMI Unit-1 Update-1 7/82 p.5D.FIG-28 Maximum Principal Stresses for Maximum Prestress Forces and Winter Normal Operating Condition (Case A)(PSI)Fig.50-24

TMI Unit-1 Update-1 7/82 p.5D.FIG-29 Minimum Principal Stresses for Maximum Prestress Forces and Winter Accident Condition (Case B)(PSI)Fig.50-25 .-laimNuclea, IMI Unit-1 Update-1 7/82 p.5D.FIG-30 Maximum Principal Stresses for Maximum Prestress Forces and Winter Accident Condition (Case B)(PSI)Fig.50-26 lmmNuclear IMI Unit-1 Update-1 7/82 p.5D.FIG-31 Minimum Principal Stresses for Minimum Prestress Forces and Winter Normal Operating Condition (Case C)(PSI)Fig.50-27 [ai!]Nuclear TMI Unit-1 Update-1 7/82 p.5D.FIG-32 Maximum Principal Stresses for Minimum Prestress Forces and Winter Normal Operating Condition (Case C)(PSI)Fig.5D-28

TMI Unit-l Update-1 7/82 p.5D.FIG-33 Minimum Principal Stresses for Minimum Prestress Forces and Winter Accident Condition (Case 0)(PSI)Fig.50-29

TMI Unit-1 Update-1 7/82 p.5D.FIG-34 Maximum Principal Stresses for Minimum Prestress Forces and Winter Accident Condition (Case 0)(PSI)Fig.50-30}}

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