Validation PVELITE Div2

AGRIANDRE

***********************

VALIDATION DU LOGICIEL PVELITE 2004 ASME VIII V III DIV. D IV.2 2

0

16/03/04

REV.

DATE

Etablissement DESCRIPTION

S.S

JC.L

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Note de calcul établie par :

CERIAL 2, rue Emile Pathé 78406 CHATOU CHATOU Cedex

Pro*e%t:

Vali*ati%n Vali*ati%n *& l%+i)iel PVELITE ,004

Phone : 0 !0 "! 2" 72 # $ax 0 !0 "! 72 40

e#mail : %onta%t&%erial'(r )ite : (((.)e!ial.$! N%te *e )al)&l N-

Vali*ati%n *e PVELITE ,004

1/13

SOMMAIRE 1. SUJET........................................................................................................................3 2. CALCUL DE L’ÉPAISSEUR D’UNE VIROLE (PAGE 53-54)...........................4 2'' 2'2' 2'!'

+U-E.OO/ '''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''4 PE1TE 2004'''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''4 COC1U3O ''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''"

3. CALCUL DE L’ÉPAISSEUR D’UN FOND HEMISPHÉRIUE (PAGE !5)....! !'' !'2' !'!'

+U-E.OO/ '''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''6 PE1TE 2004'''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''6 COC1U3O ''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''7

4. VÉRIFICATION D’UNE OUVERTURE DANS UN FOND (PAGE 155-15!15"-15#)............................................................................................................................# 4'' 4'2' 4'!'

+U-E.OO/ '''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''8 PE1TE 2004'''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''0 COC1U3O ''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''!


,/13

1.

Sujet.

Le b&t *e )ette n%te est *e m%nt!e! &e le l%+i)iel PVELITE ,004 $%&!nis les mmes !#s<ats &e *es )al)&ls e$$e)t&#s *ans le li'!e  2IDEOO 5OR TE DESIN O5 AS7E SECTION VIII PRESS2RE VESSELS 8. N%&s )9%isiss%ns t!%is e:emles " # # #

Cal)&l *e l;#aisse&! *;&ne 'i!%le. Cal)&l *e l;#aisse&! *;&n $%n*. V#!i$i)ati%n *;&ne %&'e!t&!e.

R#$#!en)e *& li'!e " 2IDEOO 5OR TE DESIN O5 AS7E SECTION VIII PRESS2RE VESSELS b< James R. 5a!! an* 7aan . Ja(a* E*iti%n AS7E PRESS.


3/13

2.

Calcul de l!"a#$$eu% du&e '#%(le )Pae +,-+4.

2.1.

Gu#de/((.

2.2.

PVELITE 2004.

DESIGN CALCULATION In Accordance with ASME Section VIII Division 2 ASME Code Version

: 200! Addenda A"0#

Ana$%sis &er'or(ed )% : CE*IAL +o) ,i$e

: C:-DOCUMENTS-DOCUMENTS LOGICIEL-VALIDATION &VELI

Date o' Ana$%sis

:

&V E$ite 2001!

A./ !2001

+an.ar% 2001


4/13

C$%&' L*+*, $ V++' E'%,+ /,0 D/*'+

E$e(ent ,ro( Node E$e(ent To Node E$e(ent T%e Descrition Distance 3,*OM3 to 3TO3 Inside Dia(eter E$e(ent Thic5ness Corrosion A$$owance Desi/n Interna$ &ress.re Desi/n Te(erat.re Interna$ &ress.re Desi/n E7terna$ &ress.re Desi/n Te(erat.re E7terna$ &ress.re E''ective Dia(eter M.$ti$ier Materia$ Na(e A$$owa)$e Stress! A()ient A$$owa)$e Stress! Oeratin/ A$$owa)$e Stress! 8%drotest Densit% o' Materia$ & N.()er Thic5ness =ie$d Stress! Oeratin/ AM 294 Gro. N.()er E7terna$ &ress.re Chart Na(e UNS N.()er E''icienc%! Lon/it.dina$ Sea( E''icienc%! Circ.('erentia$ Sea(

0 20 C%$inder Test ASME VESSEL 00400 #04000 04000 040000 00040 6040000 64000 20040000 04 SA"6# 10 200004 200004 2#0004 04290 42600 1604 > CS"2 ?02100 4 4

in4 in4 in4 in4 si/ , si/ ,

si si si $);in< in4 si

PV El#te 200 133,-200 / COADE E&#&ee%#& S(5t6a%e

Internal Pressure Calculation Results : ASME Code, Section VIII, Division 2, 2004 A-06 Clindrical S!ell "ro# $0 %o 20 SA-&$6 '0 , AM-2$()$ Curve * at 200 " 'i!%le Thickness Due to Internal Pressure [Tr]: @  & B *CO*  ;  S " 046 B &  er AD"20 @ 000400B040000;20000400"046B000400 @ 4696  040000 @ 4696 in4

Elements S&itable $%! Inte!nal P!ess&!e. PV El#te 200 133,-200 / COADE E&#&ee%#& S(5t6a%e

2.,.

C(&clu$#(&.

Cal)&l +&i*eb%%= " #aisse&! > 1.?4 in Cal)&l PVELITE ,004 " #aisse&! > 1.?3@? in


?/13

,.

Calcul de l!"a#$$eu% du& 5(&d 7e8#$"7!%#9ue )Pae :+.

,.1.

Gu#de/((.

,.2.

PVELITE 2004.

&VE$ite 200 Licensee: CE*IAL ,i$eNa(e : O.vert.re """"""""""""""""""""""""""""""""""""" &a/e 2 E$e(ent and Detai$ ei/hts STE&: 6 0:21a Mar #!200 DESIGN CALCULATION In Accordance with ASME Section VIII Div4 2 ASME Code Version

: 200!

Addenda A"0


: 8:-A,,AI*ES EN COU*S-AG*IAND*E-TEST ASME-,OND4&V

Date o' Ana$%sis

: Mar #!200

&VE$ite 200!

+an.ar% 200

C$%&' L*+*, $ V++' E'%,+ /,0 D/*'+

E$e(ent ,ro( Node E$e(ent To Node E$e(ent T%e Descrition Distance 3,*OM3 to 3TO3 Inside Dia(eter E$e(ent Thic5ness Corrosion A$$owance Desi/n Interna$ &ress.re Desi/n Te(erat.re Interna$ &ress.re Desi/n E7terna$ &ress.re Desi/n Te(erat.re E7terna$ &ress.re E''ective Dia(eter M.$ti$ier Materia$ Na(e A$$owa)$e Stress! A()ient A$$owa)$e Stress! Oeratin/ A$$owa)$e Stress! 8%drotest


0 20 Sherica$ Test ASME 8EAD 240000 04000 04000 040000 00004 6040000 64000 20040000 04 SA"6# 10 200004 200004 2#0004

in4 in4 in4 in4 si/ , si/ ,

si si si

6/13

Densit% o' Materia$ & N.()er Thic5ness =ie$d Stress! Oeratin/ AM 294 Gro. N.()er E7terna$ &ress.re Chart Na(e UNS N.()er E''icienc%! Lon/it.dina$ Sea( E''icienc%! Circ.('erentia$ Sea(

04290 42600 1604 > CS"2 ?02100 4 4

$);in< in4 si

PVEl#te 2004 133,-2004 / COADE E&#&ee%#& S(5t6a%e

I,,/' P++ C/''/*$, R+'+  ASME C$0 S*$, VIII D*6*+*$, 2 2771 C$0 A-73 A00,0/ S&8*/' H/0 F$% 17 T$ 27 SA-51! "7  AM-21#.1 C6 9 Test AS7E EAD Thi%ne)) -ue to nternal Pre))ure 5T: @ *cor B  eF046B&;S "   er AD"202 @ 2040000BeF046B0000400;20000400" @ 64#906  040000 @ 64#906 in4

Elements S&itable $%! Inte!nal P!ess&!e. PVEl#te 2004 133,-2004 / COADE E&#&ee%#& S(5t6a%e

,.,.

C(&clu$#(&.

Cal)&l +&i*eb%%= " #aisse&! > ?.6@ in Cal)&l PVELITE ,004 " #aisse&! > ?.6@? in


/13

4.

V!%#5#cat#(& du&e (u'e%tu%e da&$ u& 5(&d )Pae 1++-1+:-1+-1+;. 4.1.

Gu#de/((.


@/13


B/13

4.2.

PVELITE 2004.

&VE$ite 200 Licensee: CE*IAL ,i$eNa(e : O.vert.re """"""""""""""""""""""""""""""""""""" &a/e 2 E$e(ent and Detai$ ei/hts STE&: 6 0:21a Mar #!200 DESIGN CALCULATION In Accordance with ASME Section VIII Div4 2 ASME Code Version

: 200!

Addenda A"0


: 8:-A,,AI*ES EN COU*S-AG*IAND*E-TEST ASME-OUVE*TU

Date o' Ana$%sis

: Mar #!200

&VE$ite 200!

+an.ar% 200


10/13

C$%&' L*+*, $ V++' E'%,+ /,0 D/*'+

E$e(ent ,ro( Node E$e(ent To Node E$e(ent T%e Descrition Distance 3,*OM3 to 3TO3 Inside Dia(eter E$e(ent Thic5ness Corrosion A$$owance Desi/n Interna$ &ress.re Desi/n Te(erat.re Interna$ &ress.re Desi/n E7terna$ &ress.re Desi/n Te(erat.re E7terna$ &ress.re E''ective Dia(eter M.$ti$ier Materia$ Na(e A$$owa)$e Stress! A()ient A$$owa)$e Stress! Oeratin/ A$$owa)$e Stress! 8%drotest Densit% o' Materia$ & N.()er Thic5ness =ie$d Stress! Oeratin/ AM 294 Gro. N.()er E7terna$ &ress.re Chart Na(e UNS N.()er E''icienc%! Lon/it.dina$ Sea( E''icienc%! Circ.('erentia$ Sea( E$$itica$ 8ead ,actor

0 20 E$$itica$ Test ASME O&ENNING 240000 in4 4160 in4 40000 in4 040000 in4 100400 si/ 60040000 , 040000 si/ 040000 , 04 SA"6# 10 206004 si 206004 si 2#0004 si 04290 $);in< 42600 in4 0004 si > CS"2 ?02100 4 4 24

E$e(ent ,ro( Node Detai$ T%e Detai$ ID Dist4 'ro( 3,*OM3 Node ; O''set dist No$e Dia(eter No$e Sched.$e No$e C$ass La%o.t An/$e >$ind ,$an/e =;N ei/ht o' No$e  Used i' H 0  Grade o' Attached ,$an/e No$e Materia$ Na(e

0 No$e  941600 940000 SC8 0 0 04 N 040000 G* 4 SA"0# C

in4 in4

$)4

PVEl#te 2004 133,-2004 / COADE E&#&ee%#& S(5t6a%e

I,,/' P++ C/''/*$, R+'+  ASME C$0 S*$, VIII D*6*+*$, 2 2771 C$0 A-73 A00,0/ E''*&*/' H/0 F$% 17 T$ 27 SA-51! "7  AM-21#.1 C6 9 Test AS7E OPENNIN Thi%ne)) -ue to nternal Pre))ure 5T: *e.ired Thic5ness er Artic$e " @ 0411J  040000 @ 0411J in4

INPUT VALUES N$::' D+*&*$, 1

F$%  17

&res4 'or No$e *ein'orce(ent Ca$cs4 Case & Te(erat.re 'or Interna$ &ress.re Te( She$$ Materia$ She$$ A$$owa)$e Stress at Te(erat.re She$$ A$$owa)$e Stress At A()ient Inside Dia(eter o' E$$itica$ 8ead Asect *atio o' E$$itica$ 8ead 8ead Act.a$ Thic5ness 8ead Corrosion A$$owance User Entered Mini(.( Desi/n Meta$ Te(erat.re


S Sa D Ar T Cas

100400 600400

si/ ,

SA"6# 10 20600400 si 20600400 si 41600 2400 40000 040000 "20400

in4 in4 in4 ,

11/13

No$e Materia$ No$e A$$owa)$e Stress at Te(erat.re No$e A$$owa)$e Stress At A()ient No$e Dia(eter >asis 'or tr ca$c on$% La%o.t An/$e No$e Dia(eter

Sn Sna

SA"0# C 2#00400 si 2#00400 si

In)ase Dia

No$e Sie and Thic5ness >asis Act.a$ Thic5ness o' No$e

Id)n Th5

ID 0400 940000

de/ in4

Act.a$ 4260 in4

No$e ,$an/e Materia$ No$e ,$an/e T%e

SA"06 e$d Nec5 ,$an/e

No$e Corrosion A$$owance

Can

040000

in4

No$e O.tSide &roKection 8o e$d $e/ sie )etween No$e and &ad;She$$ o Groove we$d deth )etween No$e and Vesse$ /nv

#40000 040000 040000

in4 in4 in4

T9e N%le P!ess&!e Desi+n %ti%n (as Desi+n P!ess&!e  stati) 9ea*

NO;;LE CALCULATION D+*&*$, 1 ASME Code! Section VIII! Division 2! 200! A"0 AD"60!620!60!60!66 Act.a$ No$e Dia(eter Used in Ca$c.$ation Act.a$ No$e Thic5ness Used in Ca$c.$ation

94000 426

in4 in4

#40000 246000

in4 in4

Manc NA NA NA NA NA NA NA

in in in in in in in

NA NA

in in

ole in9ut data %he% %om9leted ithout error)'

R<*0 8*=,++ & AD-271 $ N$::' >/''CASE 1 @ &BD;2CA;S"046B& er AD"20 @  100400B940000;2040000;2#00"046B100400 @ 049 in4

AD-547 T8*=,++ /,0 D*/% L*%* R+'+  CASE 1 E''ective (ateria$ dia(eter $i(it! E''ective (ateria$ thic5ness $i(it! no ad

D$ T$n

R+'+ $ N$::' R*,$%, A/ C/''/*$,+

A*EA Area Area Area Area Area Area Area

AVAILA>LE! A to A6 *e.ired ,.$$ Li(4 A* in She$$ A in No$e a$$ A2 in Inward No$e A in e$ds A in &ad A6 Avai$a)$e ,.$$ Li( ATOT

Desi/n #42 41#1 4J## 04000 04000 04000 #41

E7terna$ NA NA NA NA NA NA NA

The Interna$ &ress.re Case Governs the Ana$%sis4 Area *e.ired 2; Li(it Ar2 Area Avai$a)$e 2; Li( At2

466 64J91

No$e An/$e Used in Area Ca$c.$ations

NA NA

J0400

De/s4

The area avai$a)$e witho.t a ad is S.''icient4

ein(or%ement Area e;uired (or ole: Ar @ D$rBTr  2BTh5"CanBTrB",r er AD"620  AD"66 Ar @ 940000B0411J2B4260"040000B0411JB40"40000 Ar @ #42 in

Area) 9er A-#""0 aila

A @ D$"D$rBT"Cas"Tr"2BTh5"CanBT"Cas"TrB",r A @ #4000"94000B40000"04000"0411J"2B426"04000 B40000"040000"0411JB"40000 A @ 41##J in

Area A>aila

1,/13

4.,.

C(&clu$#(&.

Cal)&l +&i*eb%%= " # # # # #

Eaisse&! *& $%n* " 0.@B in Eaisse&! minim&m *e la t&b&l&!e " 0.13, in S&!$a)e minim&m !e&ise %&! l;%&'e!t&!e " 6.31, in S&!$a)e *e !en$%!)ement s&! le $%n* " 1.6@@ in S&!$a)e *e !en$%!)ement s&! la t&b&l&!e " 4.B6? in

Cal)&l PVELITE ,004 " # # # # #

Eaisse&! *& $%n*" 0.B1 in Eaisse&! minim&m *e la t&b&l&!e " 0.131@ in S&!$a)e minim&m !e&ise %&! la t&b&l&!e " 6.,33 in S&!$a)e a)t&elle *& $%n* " 1.6 in S&!$a)e a)t&elle *e la t&b&l&!e " 4.B66 in

La *i$$#!en)e %&! l;#aisse&! *& $%n* 'ientF %&! le +&i*eb%%=F *e la le)t&!e s&! *es )%&!bes &i ne e&t as t!e t!Gs !#)iseF l;&tilisate&! a ten*an)e a !en*!e &ne 'ale&! l&e essimiste. Les l#+G!es *i$$#!en)es %&! les s&!$a)es s%nt li#es H la *i$$#!en)e *;#aisse&! *& $%n*.


13/13

Validation PVELITE Div2

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