Top Banner

of 37

Analysis of Bolting in Flanged Connections (1)

Jul 07, 2018

Download

Documents

fernandoraiasa
Welcome message from author
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    1/37

    Analysis of Bolting in Flanged Connections by

    Jordan Christopher Baker 

    A Master’s Engineering Project Submitted to the Graduate

    Facuty o! "ensseaer Poytechnic #nstitute

    in Partia Fu!iment o! the

    "e$uirements !or the degree o! 

    MAS%E" &F MEC'A(#CA) E(G#(EE"#(G

    Appro*ed+

     ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Ernesto Gutierre-.Mira*ete/ Master’s Engineering Project Ad*iser 

    "ensseaer Poytechnic #nstitute

    'art!ord/ Connecticut

    Apri/ 0112

    i

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    2/37

    3 Copyright 0112

     by

    Jordan Christopher Baker 

    A "ights "eser*ed

    ii

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    3/37

    CONTENTS

    )#S% &F %AB)ES444444444444444444444444555 i*

    )#S% &F F#G6"ES4444444444444444444444555555555 *

    AC7(&8)E9GME(%444444444444444444444455 *i

     (&ME(C)A%6"E4444444444444444444444445 *iiABS%"AC%4444444444444444444444444445 :

    ;5 #(%"&96C%#&(444444444444444444444444 ;05 %'E&"E%#CA) A(A)5 "ES6)%S A(9 9#SC6SS#&(44444444444444444455 ;>

    ?5 C&(C)6S#&(4444444444444444444444444 02

    APPE(9#@ A4444444444444444444444444455 01APPE(9#@ B4455444444444444444444444444 0>

    "EFE"E(CES444444444444444444444444445 0=

    iii

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    4/37

    LIST OF TABLES

    %abe ;+ E!!ecti*e Gasket 8idth444444444444444444455 01

    %abe 0+ Gasket Seating4444444444444444444444555 0;%abe >+ Gasket Materia and Contact Facing4444444444444455 00

    i*

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    5/37

    LIST OF FIGURES

    Figure ;+ #mage o! a Boted Fange Joint44444444444444445 0

    Figure 0+ Bot.(ut Connectors Faiures4444444444444444555 >Figure >+ Cross.section o! a Boted Fange Joint44444444444445 ?

    Figure ?+ Bot )oad Anaysis44444444444444444444555 Figure + Bot Fiet44444444444444444444444455 ;1Figure =+ Bot %hread44444444444444444444444555 ;;

    Figure + FEA Mode o! Bot Fiet4444444444444444445 ;?

    Figure + (umber o! Eements *5 Fiet Stress444444444444445 ;

    Figure 2+ FEA o! %hread "oot444444444444444444455555 ;=Figure ;1+ (umber o! Eements *5 "oot Stress4444444444444555 ;

    Figure ;;+ Fiet Stress Concentration Factor4444444444444455 0>

    Figure ;0+ "oot Stress Concentration Factor !or Bending444444444555 0?Figure ;>+ "oot Stress Concentration Factor !or A:ia )oading44444445 0

    *

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    6/37

    ACKNOWLEDGENT

    # Doud ike to thank 9r5 Ernesto Gutierre-.Mira*ete !or a o! his support and

    guidance5 #t has been di!!icut maintaining my schedue Dith my career/ and spending the

    necessary time to compete my Master’s Project to an acceptabe e*e5 # Doud not ha*e

     been abe to compete the project Dith out his speedy response to $uestions/ and his

    thorough ansDers5

    # Doud aso ike to thank Caitin !or her support as De5 She has aDays been there

    !or me/ and has aDays been supporti*e e*en i! it meant not being abe to spend time

    Dith her5

    *i

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    7/37

    NOENCLATURE

    Sy!"ol Definition Unit

    A b  cross.sectiona area o! the bots using the root diameter o! thethread or east diameter to the bottom o! the sots

    in0

    Am  tota re$uired cross.sectiona area o! bots/ taken as the greater o! Am; and Am0

    in0

    Am; 

    tota cross.sectiona area o! bots at root o! thread or section o! 

    east diameter under stress/ re$uired !or the operating conditions

    8m;S b

    in0

    Am0  tota cross.sectiona area o! bots at root o! thread or section o! east diameter under stress/ re$uired or gasket seaing

    in0

     b E!!ecti*e gasket or joint.contact.sur!ace seating Didth in

     b1  Basic gasket seating Didth in9 Major diameter o! bot in

    dr  "oot diameter o! bot thread in

    F p Bot pre.oad b! G 9iameter o! ocation o! gasket oad reaction5 9e!ined as !ooDs+

      8hen ≤1b ;? in5 =mmH/ G mean diameter o! gasket

    contact !ace5

      8hen b05;? GmP

    b! 

    7  b (omina bending stress concentration !actor .

    7 d 9irect stress concentration !actor .7 !  Fiet stress concentration !actor .7 t %rans*erse shear stress concentration !actor .

    m Gasket !actor .

    ne E!!ecti*e number o! oad bearing threads . p Bot thread pitch in

    P #nterna design pressure psi

    r o

    Major radius90

    in

    r  p Pitch radius in

    r r 

    "oot radius

    dr 0

    in

    S Assemby stress psi

    Sa AoDabe bot stress at atmospheric temperature psi

    S b AoDabe bot stress at design temperature psi8 Fange design bot oad/ !or the operating conditions or gasket

    seating/ as may appy5b! 

    8m; Minimum re$uired bot oad !or the operating conditions5 For !ange pairs used to contain a tubesheet !or a !oating head or a

    b! 

    *ii

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    8/37

    6.tube type o! heat e:changers/ or !or any other simiar design/

    8m; sha be the arger o! the *aues as indi*iduay cacuated !or 

    each !ange/ and that *aue sha be used !or both !anges58m0 Minimum re$uired bot oad !or gasket seating5 For !ange pairs

    used to contain a tubesheet !or a !oating head or 6.tube type o! 

    head e:changer/ or !or any other simiar design Dhere the !angesor gaskets are not the same/ 8m0 sha be the arger o! the *aues

    cacuated !or each !ange and that *aue sha be used !or both

    !anges5

    b! 

    D 8idth used to determine the basic gasket seating Didth b1/ based

    upon the contact Didth betDeen the !ange !acing and the gasketin

    y Gasket or joint.contact.sur!ace unit seating oad psi

    ;σ   Principe stress ;  psi

    0σ   Principe stress 0  psi

    >σ   Principe stress >  psi

    bσ   (omina thread bending stress  psi

    dir σ   9irect stress in root cross.section  psi

    eqσ   %hread root stress  psi

      f  σ   Fiet stress  psi

    iσ   #nitia bot stress  psi

     xσ   Pane stress in :.direction  psi

     z σ   Pane stress in -.direction  psi

    ma:−r τ   Ma:imum trans*erse shear stress due to thread bending  psi

     zxτ   Shear stress on pane  psi

    FEA Finite Eement Anaysis .

    C&SM&S FEA so!tDare .A(S# American (ationa Standards #nstitute .

    ASME American Society o! Mechanica Engineers .

    *iii

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    9/37

    ABSTRACT

    A mode o! a boted !ange Das created/ using the standards that ha*e been

     produced !rom the A(S# American (ationa Standards #nstituteH/ Dhich is pubished by

    the ASME American Society o! Mechanica EngineersH and sponsored jointy by the

    ASME and the Society o! Automoti*e Engineers I=5

    %hese standards de!ine neary e*ery aspect o! the boted !angeK !rom the

    dimensions/ toerances/ materias/ and practices used !or manu!acturing the !anges/ as

    De as the dimensions/ toerances/ materias and practices !or the bots to be instaed in

    the !anges5

    %he ASME code has been de*eoped based on a simpe e$uiibrium cacuation o! 

    an initia bot oad/ a contact pressure o! gasket/ a:ia !orce resuting !rom interna

     pressure/ as De as best practices earned o*er time5 %he objecti*e o! this report is to

    take the recommendations o! the A(S#ASME !or pre.oading o! the boted !ange/ and

    then anay-ing the boting stresses to *aidate their practice5

    #n addition/ FEA modes Dere created and e:amined to compare the cassica bot

    anaysis theory to Dhat Das determined using !inite eement anaysis5 %he areas that had

     been concentrated on Dere the !iet connecting the bot head to the bot shank/ and the

    !irst three oad bearing threads o! the bot.nut connection5 Se*era iterations Dere

     per!ormed/ each time increasing the mesh o! the !inite eement mode5 As the mesh

    increased/ naturay the number o! eements Doud increase/ con*erging the stress gi*en

    !rom the FEA mode to the e:act theoretica soution5

    %he e:act theoretica soution Das not precisey matched in the area o! the root o! 

    the oad bearing threads/ due to the imitations o! the so!tDare that Das a*aiabe5

    'oDe*er/ se*era supporting re!erences con!irm pastic yieding occurring at the root o! 

    the !irst oad bearing thread5

     

    i:

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    10/37

    #$ INTRODUCTION

    9ue to the recent !ocus on the production o! eectrica poDer Dithout the reease o! 

    harm!u carbon dio:ide emissions/ emphasis has been paced on the use o! higher 

    temperature systems !or the production o! energy5 Bot.nut connectors Figure ;H are one

    o! the basic types o! !asteners used in machines and structura systems used in high

    temperature poDer generation systems5 %hese joints pay an important roe in the sa!ety

    and reiabiity o! the systems I;5 #t is knoDn that the beha*ior o! rea a:isymmetric

     boted joints in tension is much more compicated than that the con*entiona theory

    describes I05 #t is aso knoDn that the oad distribution among the threads in a threaded

    connection is not uni!orm5 Most o! the appied oad is carried by the !irst three engaged

    threads I>5 A number o! parameters need to be considered Dhen determining the oad

    distribution/ Dhich incudes the !orm o! the threads/ the pitch o! the threads/ the number 

    o! engaged threads/ and the boundary conditions5

    Additionay/ Dhen irreguarities such as notches/ hoes/ or groo*es e:ist in the

    geometry o! any structura member/ the stress distribution in the neighborhood o! the

    irreguarity is atered5 Such irreguarities are caed stress raisers/ and the regions in

    Dhich they occur are caed areas o! stress concentration I?5 Lery !eD stress intensity

    !actor soutions !or threaded connections ha*e been pubished5 &! these/ most are

    di!!icut to use !or comparati*e purposes because o! obscure !eatures o! anayses or 

     presentation I5 #n most situations/ stress concentrations !actors !or notches e$ui*aent

    to a threadH are obtained e:perimentay I=5

    %he objecti*es o! this project is to cacuate the bot oads estabished by the ASME

     pressure *esse code/ and compute the cassica stress cacuations in the bots to shank 

    !iet and the oad bearing threads5 A comparison o! the stresses to an FEA mode Di

    aso be conducted/ and concusions draDn to support or re!ute the re$uirements

    estabished by the ASME code5

    ;

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    11/37

    Fig%&e #' I!age of a Bolted Flange (oint

    Fange designs Figure ;H ha*e been the subject o! a ot o! criticism !or the past

    decade I5 &! major concern is the ack o! the traditiona design procedures I to

    $uanti!y the tightness and the e!!ect o! temperature5 8hie history shoDs that most

    !anges ha*e been in ser*ice e!!ecti*ey/ probems sti arise5 "ea:ation o! the gasket

    due to therma transients and creep are the main cause to bame !or eakage I2/ and a

    oss o! more than ha! o! the initia operating gasket oad is commony encountered in

    !ange joints Dith certain gaskets operating at reati*ey high temperatures I5 A

    comprehensi*e sur*ey I2 conducted in ;2 shoDed that high operationa temperatures

    and therma transients are one o! the major sources o! !anged joint !aiure I;15

    Ceramic materias are !ar more resistant to the !aiure modes o! high temperaturesthan are metas5 #t may be more practica !rom a materias stand point to choose ceramics

    !or the !abrication o! a certain component/ athough it may be more practica to choose

    meta !rom a manu!acturing standpoint5 %his decision ogic Di re$uire the use o!

     boting to mate the tDo components5 %he boted !ange connections are Didey used in

    energy and process pants/ and the design procedure used to produce them is speci!ied in

    0

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    12/37

    the American Society o! Mechanica Engineers ASMEH Boier and Pressure Lesse

    Code Section L### 9i*ision ; I5 %his design procedure is based on a simpe

    e$uiibrium cacuation o! an initia bot oad/ a contact pressure o! gasket and an a:ia

    !orce resuting !rom interna pressure I;;5 %he dimensions !or the re$uired boting are

    gi*en by the American (ationa Standards #nstitute A(S#H/ Dhie the re$uired materia

    and design stress can be !ound in Section ## Part 9 o! the ASME code5

    8hen anay-ing a bot preoad/ a *ast range o! actua preoaded *aues that can be

    seen by standard tor$uing methods5 %he most common method o! oading a bot is a

    tor$ue Drench5 %his method may estabish an actua preoad o! . >1N to the *aue that

    Das set on the tor$ue Drench I=5

    Fig%&e )' Bolt*N%t Connecto& Fail%&es

    &! a !asteners used in structures/ the bot.nut connectors are one o! the most basic

    types5 #t has been estimated I;0 that bot nut connector !aiures are distributed as !ooD

    Figure 0H I;+

    ;5 ;N under the head

    05 01N at the end o! the thread

    >5 =N in the thread at the nut !ace

    >

    ;N

    01N

    =N

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    13/37

    By using a reduced bot shank/ the situation Dith regard to !atigue !aiures o! the

    second type can be impro*ed signi!icanty I;>/ ;?5 Aso/ Dith a reduced shank/ a arger 

    !iet radius can be pro*ided under the head thereby impro*ing the design Dith regard to

    !aiures o! the !irst type I;05 %hese recommendations Dere impemented in the design o! 

    the bot that Das anay-ed in this study5

    %his paper utii-es the anaytica theory estabished by the ASME Code/ Section

    L###/ 9i*ision ;/ and Appendi: ##5 %his simper anaysis can be compared to 9i*ision 0

    o! the code/ Dhich gi*es the designer greater !reedom o! choice/ but re$uires a detaied

    design anaysis to pro*e the sa!ety o! the proposed con!iguration I;5

    Fig%&e +' C&oss Section of a Bolted Flange (oint

    %he ASME code has standardi-ed a arge *ariety o! !anges/ ranging !rom a O inch

    up to a 0? inch pipe !anges5 For the purpose o! this report De Di be e:amining the

     boting recommended !or a ;0 inch boted !ange/ as seen in Figure > abo*e5 %his !igure

    aso highights the terminoogy used in describing the !ange5 A *ery arge array o! 

    ?

    'ub

    She

    Fange

    "ing Gasket

    Bot

     (ut

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    14/37

     boting materias can be seected based on the operating temperature o! the !ange/ but

    since De are interested in energy production appications/ De Di use a high strength

    carbon stee boting materia/ SA.?1 B0?/ since higher temperature has itte impact on

    its yied strength5

    #deay/ a bot Di e:perience ony a ongitudina stress !rom the instaation

     preoad5 As stated/ that is idea/ and it shoud be recogni-ed that a prying action can

    occur Dith an eccentricay oaded bot/ such as one o! a boted !ange5 #! the sti!!ness o! 

    a !ange joint is high/ then prying action can be regarded as negigibe I;5 Because o! 

    the si-e o! our boted !ange connection/ and that the ASME code compensates !or these

    stresses/ in the cacuations that !ooDK the prying action Di be negected5

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    15/37

    )$ T,EORETICAL ANAL-SIS

    As stated pre*iousy/ the objecti*es o! this project is to cacuate the bot oads

    estabished by the ASME pressure *esse code/ and compute the cassica stress

    cacuations in the bots to shank !iet and the oad bearing threads5 %he ASME design

     procedure is based on a simpe e$uiibrium cacuation o! an initia bot oad/ a contact

     pressure o! gasket and an a:ia !orce resuting !rom interna pressure I;;5 A comparison

    o! the stresses to an FEA mode Di aso be conducted/ and concusions draDn to

    support or re!ute the re$uirements estabished by the ASME code5

    8hen designing a boted !ange/ it is necessary to consider the in.ser*ice camping

    !orce re$uired !or the assemby5 %he initia camp has to be high enough to compensate

    !or a o! the mechanisms Dhich may reduce the camping !orce to the in.ser*ice e*e/

    incuding I;+

    ;5 Embedment rea:ation

    05 Eastic interactions

    >5 Creep o! meta parts/ gaskets/ etc5

    ?5 E:terna %ensie )oads

    5 'oe inter!erence

    =5 "esistance o! joint members to being pued together 

    5 Pre*aiing tor$ue

    5 9i!!erentia therma e:pansion

    %he entire sur!ace o! the gasket is assumed to not be competey oaded as a resut o! 

    !ange rotation5 So an e!!ecti*e areaQ is computed based on an e!!ecti*e DidthQ o! the

    gasket5 (aturay/ a great number o! types o! gaskets e:ist/ and the e!!ecti*e gasket

    Didth/ b1/ can be cacuated using %abe 0.5; and %abe 0.50 o! 011a Section L### R 

    9i*ision ; o! the ASME Code5 %hese tabes are repicated in Appendi: A o! this report5

    =

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    16/37

    Fig%&e . / Bolt Load Analysis

    For the purposes o! this report/ a meta ring gasket Di be anay-ed/ the most

    common gasket used in high temperature operations I;;5 Figure ? gi*es a body diagram

    representing the inputs !or the bot oad anaysis5 %he e$uation beoD gi*es b1/ the basic

     gasket seating width/ as a !unction o! w/ the width of the ring gasket / and is taken !rom

    the ASME code5

    C1

    wb   =

    ;H

    Since the basic gasket seating Didth o! our ring gasket Di not e:ceed in/ the

    effective width of the gasket / b, as seen in %abe 0 o! this report  I;/ Di be e$ua to the

    basic gasket seating width5

    1bb  =

    0H

    8hen designing a boted !ange connection/ it is necessary to cacuate the bot

    oads based o!! o! a number o! re$uirements !or our situation5 #n genera/ the cacuations

    shoud be made !or each o! the !ooDing design conditions5 %he !irst condition being the

    minimum required bolt load for seating of the gasket   W m2H/ and the second being the

    minimum required bolt load for the operating conditions W m1H5

    'ere/ according to I

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    17/37

      m  !  ! W    +=; >H

    Dhere+

      " !   0ACB51= ?H

    "m b !      ;?5>0   ×= H

    %he *ariabe  !   is the total h#drostatic end force/ Dhereas !     is the total contact  surface compression load 5 %he internal design pressure is P/ Dhie G is the diameter at 

    the location of the gasket load reaction 5 %he term m is a gasket factor / obtained !rom

    %abe 0.5; o! 011a Section L### R 9i*ision ; o! the ASME Code/ aong Dith the # term

    is the minimum design seating stress5 %hese constants can take *arious *aues/ depending

    on the type and materia o! the gasket being used5

    b"#W m   ;?5>0   = =H

    %he total required cross sectional area of bolts  $mH and the cross%sectional area of 

    the bolts   $bH using the root diameter/ are cacuated !rom the re$uired bot oads !rom

    abo*e/ and the allowable bolt stress at atmospheric temperature SaH/ and the allowable

    bolt stress at design temperature S bH5 %he aoDabe bot stress *aues are obtained !rom

    Subpart ; Section ## Part 9 o! the ASME code5 %he tota cross sectiona area o! bots Am

    re$uired !or both the operating conditions and gasket seating is the greater o! the *aues

    !or $m1  and $m2/ Dhere Am;  is the total cross sectional area of bolts at the root of the

    thread required for the operating conditions/ and Am0 is the total cross%sectional area of 

    the bolts at the root of the thread required for gasket seating 5 %he bots to be used sha be made such that the actual total cross%sectional area of bolts,  $b , Di not be ess than

     $m5

    b

    m

    m& 

    W  $   ;

    ;  = H

    a

    mm

    W  $   0

    0  = H

    ?

    0

    r r 

    d  $   π  = 2H

    r bb  $n $   = ;1H

    8here d r  is the root diameter of the bolts being used in the boted !ange/  $r  is the

    cross sectional area using the root diameter,  and nb is the total number of bolts in the

    !ange5 As mentioned earier in this section/ the A(S# codes Di si-e the bots as De as

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    18/37

    the !anges/ Dhich is Dhere De Di !ind our re!erence !or root diameter and tota number 

    o! bots5

    %he flange design bolt load / 8/ is cacuated as !ooDs/ and is then used to cacuate

    Dhat Di be used as the indi*idua bolt load / W b5

    ( )

    0

    abm   &  $ $W   +

    = ;;H

    b

    bn

    W W    = ;0H

    Section L### o! the ASME code contains a non.mandatory Appendi: S that has

    estabished design conditions !or boted !ange connections5 #t recommends that the bots

    reai-e a desired stress5 6sing this recommendation/ it is aso possibe to determine the

     boting preoad/  '  p/ using the nominal diameter of the bolt /  (/ and the e:pected

    assembl# stress, & 5

     (& 

      ?B111= ;>H

    r  p  $&  '    ×= ;?H

    &nce De determine the bot preoad/ De Di then anay-e the tDo greatest areas o! 

    concern/ the stress under the head o! the bot/ and the stress in the root o! the oad

     bearing threads5

    %he fillet stress/   f  σ   / underneath the head o! the bot Figure H Di be cacuated

    using re!erences to determine the fillet   stress concentration factor / )  f / and mutipying it

     by the nominal stress in the bolt / iσ   5 Figure ? gi*es the ocation being re!erred to Dhen

    considering the !iet stress o! the bot5 %hese are computed !rom the !rom the !ooDing

    e$uations/ !i!teen ;H and si:teen ;=H5

    A soution using the Finite Eement Anaysis FEAH code C&SM&S Di aso be

    de*eoped !or comparison to the cacuated soution5 %he FEA Di be per!ormed using

    the eement type and number o! eements that ga*e the most accurate resuts/ comparedto the resuts gi*en !rom the cassica anaysis5

    2

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    19/37

    Fig%&e 0 / Bolt Fillet

     p

    i $

     ' =σ   ;H

    i  f    f     )    σ  σ     = ;=H

    %he stress in the root o! the oad bearing threads Figure =H can be cacuated by

    using the e$uations beoD5 %hese e$uations assume that the -.a:is is in the a:ia

    direction o! the bot/ the :.a:is is in the radia direction o! the bot/ and the y.a:is is in

    the tangentia direction5

    %he root radius  r r H/  pitch radius  r  pH/ and ma*or radius  r oH/ Di a ha*e to be

    knoDn !or determining these stresses/ as De as the effective number of threads that 

    carr# the load / ne/ and the thread pitch/ p5

    ;1

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    20/37

    Fig%&e 1 / Bolt T2&ead

    6sing the bot pre.oad recommended !rom the ASME code/ and the thread

    dimensions gi*en estabished in the A(S#/ the stresses that Di accumuate in the thread

    root can be determined5 %he stresses that Di gather are the direct stress in the root 

    cross%section   dir σ   H/ the maximum transverse shear stress due to bending o! the thread 

    ma:−r τ   H/ and the nominal thread bending stress    bσ   H5

    ( )   er  p

    dir nr r 

     ' 

    00

    1  −

    =

    π  

    σ   ;H

    er 

     p

    r  pnr 

     ' 

    π  

    τ  

    0

    >

    ma:  =

    − ;H

    0

    ;0

     pnr 

    r r  ' 

    er 

    r  p p

    bπ  

    σ  

    = ;2H

    Furthermore/ since the root o! the threads Di be a stress riser/ a stress concentration

    !actor Di ha*e to be appied5 %hese Di be re!erenced ater on in the discussion/ and

    incude ) t / ) d / and ) b5

    8hen mutipying the indi*idua stress concentration !actors times the

    corresponding stress/ the ma:imum pane and shear stresses are determined5

    dir d  z    )   σ  σ     = 01H

    bb x  )   σ  σ     = 0;H

    ;;

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    21/37

    ma:−= r t  zx  )  τ  τ   00H

    %he cacuated stresses can then be used to produce the principa stresses by so*ing

    the cubic e$uation5

    ( )

    ( )   10   000

    0000>

    =−−−+−

           −−−+++++−

     x# z zx # #z x zx #z x# z # x

     zx #z x# x z z # # x z # x

    τ σ τ σ τ σ τ τ τ σ σ σ 

    τ τ τ σ σ σ σ σ σ σ σ σ σ σ σ 

    0>H

    For our particuar states o! stress at our critica point/ this e$uation is reduced to/

    ( )   100> =−++− zx x z  z  x

      τ σ σ σ σ σ σ σ  0?H

    A!ter so*ing !or the three principa stresses/ the e$ui*aent Lon Mises stress   eqσ   H

    can then be determined5 %his is the e!!ecti*e stress that e:ists at the root o! the oad

     bearing threads50

    00;

    0

    ;  σ  σ  σ  σ  σ     +−=eq 0H

    A soution using the !inite eement anaysis FEAH code C&SM&S Di be used !or 

    comparison to the abo*e cacuated soutions5 %he sensiti*ity o! the resuts to the number 

    o! eements Di be in*estigated5

    ;0

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    22/37

    +$ RESULTS AND DISCUSSION

    For the purposes o! this report De Di be e:amining a ;0Q pipe !ange5 %he code

    speci!ies that a !ange o! this si-e Di be boted together using a 0Q.?56(C he: head

     bot5 %he speci!ications !or these threads can be !ound in a Machinery’s 'andbook I;=5

    %he ASMEA(S# code aso go*erns the speci!ication and design o! a boted !ange

    under A(S# B;=5 and the ring gasket under ASMEA(S# B;=5015 %he code speci!ies

    the dimensions and materia o! the !ange/ as De as the necessary boting and bot

     patterns that Di be re$uired !or the cacuations5

    A ;0Q pipe !ange as estabished by the A(S# code/ Di ha*e a gasket width o! 5

    ?>5 %he diameter at the location of the gasket load reaction / "/ is determined !rom

     both the A(S# code B;=5 that estabishes the si-ing o! the !ange/ as De as %abe 0.50

    %abe ; and %abe 0 o! this reportH o! Section L###.9i*ision ; o! the ASME code5 %he

    *aues !or m/ the gasket factor / and y/ the gasket seating load / are determined !rom %abe

    0.5; %abe > o! this reportH o! Section L###.9i*ision ; o! the ASME code5 For the

     purposes o! this report a *aue o! =5 has been seected !or m, and a *aue o! 0=/111 psi

    !or y/ since De Di assume the gasket is made o! either a stainess or nicke based aoy5

    %he ma:imum aoDabe tensie stress *aues permitted !or di!!erent materias are

    gi*en in Subpart ; o! Section ##/ Part 95 %abe > o! Part 9 co*ers the ma:imum

    aoDabe stress *aues !or high aoy stees used !or boting5 %his is Dhat is re!erenced to

    determine the allowable bolt stress at atmospheric temperature  & aH/ and the allowable

    bolt stress at design temperature & bH5

    %he total number of bolts  n bH used on the !ange/ as De as the thru hoe in the

    !ange/ is determined by the si-ing/ gi*en by the A(S# code5 For our ;0Q !ange/ there

    are si:teen ;=H bots5 %he root diameter o! these bots is aso estabished by the A(S#

    code/ and is gi*en as ;5> inches !or a 0Q.?56(C thread56sing these *aues obtained !rom the ASME and the A(S# code/ and e$uations one

    ;H through tDe*e ;0H/ the bolt load  W H is determined to be ?;/=;> bs5 'oDe*er/ (on.

    mandatory Appendi: S o! Section L### R 9i*ision ; o! the ASME code recommends an

    assembl# stress/ & / o! the !ange/ that is seen in e$uation ;>5 6sing e$uation ;?/ the bolt 

     pre%load +'  p / is noD determined to be /002 bs5

    ;>

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    23/37

    Athough this might seem high/ it is important to remember that this is a tDo inch

    major diameter bot/ Dhich is much arger than bots used in many major commercia

    appications5 Bots are recommended to be tightened to appro:imatey 1 to 21 percent

    o! their yied strength I=5 For comparison/ a bot this si-e Doud resut in an

    appro:imate preoad o! 00/111 bs !or customary commercia appications5

    %he re$uired stress concentration !actors are cacuated !rom Figures ;;/ ;0/ and ;>

    I;0/ and are ocated in Appendi: B o! this report5 %hese re!erenced sources ha*e been

    determined e:perimentay/ by such means as photo easticity or precision strain gage/

    and documented !or design use I?5

    A!ter determining the stress concentration !actor/ De can concude that the !iet

    stress is /= psi5 A !inite eement mode Das created to estimate the stresses in the

     bot !iet and to compare them against the resuts o! the cacuations abo*e5

    Fig%&e 3 / FEA odel of Bolt Fillet 4COSOS5

    6sing /111 nodes/ the !inite mode Figure H ga*e a !iet stress o! /?; psi/

    a di!!erence o! ess than ; N/ Dith respect to the cassica stress cacuations5 #t is Dorth

    noting hoDe*er that the number o! eements had to be increased signi!icanty to get these

    resuts5 Figure beoD shoDs the resuts o! FEM computations using di!!erent meshes5

    ;?

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    24/37

    Fig%&e 6 / N%!"e& of Ele!ents 7$ Fillet St&ess

    8e Di use the same stress concentration re!erence !or determining the stress in the

    root o! the thread5 Another noteDorthy consideration is that not a threads o! the bot

    Di carry the oad appied to the bot5 %his stress is not uni!ormy distributed because o!

    !actors such as bending o! the threads as cantie*er beams and manu!acturing *ariations

    !rom the theoretica geometry I=5

    Se*era !actors a!!ect the actua stress concentration !actor !or the root o! a threaded

    section5 %hreads that are !ormed by roing betDeen dies that !orce the materia to cod.

    !orm into the threaded contour o! the die groo*es are stronger than cut or ground threads

    in !atigue and impact because o! cod Dorking/ !a*orabe compressi*eH residua stresses

    at the thread roots/ and a more !a*orabe grain structure I=5 Additionay/ the ma:imum

    !atigue strength is increased i! the threads are roed subse$uent to heat treatment/ so that

    the ensuing Dork hardening and compressi*e residua stresses are not ost5

    %he stress concentration !actor ) b/ !or the bending o! the thread/ and as a !unction o! 

    notch ange is obtained !rom Figure ;05 Stress concentration !actors *ary depending onDhether the eement is in bending or a:ia oading5 %he chart in Figure ;> Di be used to

    determine the stress concentration !actors !or 7 d and 7 t/ since these stress are generated

    as a resut o! the a:ia oad5

    A!ter determining the stress concentration !actors !or the root o! the thread/ De can

    then utii-e e$uations 01 through 0 to determine the Lon Mises stress in the root o! the

    ;

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    25/37

    !irst oad carrying thread5 %his cacuated stress Das >=/?1 psi5 %his seems remarkaby

    high/ and Doud suggest that yieding has occurred in this ocation5 A comparison Das

    then run using !inite eement anaysis to con!irm this e:pectation5 Figure 2 shoDs

    computed Lon Mises stress o! the thread root using the FEM mode5

    Fig%&e 8 / FEA of T2&ead Root 4COSOS5

    Per!orming the !inite eement anaysis on the thread root produced a stress o! 

    ;>/;25= psi/ Dhich athough indicated yieding/ Das not in the *icinity o! the

    cacuated *aue5 6pon increasing the number o! eements/ the *aue had appeared to

    approach the cacuated *aue/ but due to the imitations o! the so!tDare being used/

    coud not reai-e enough eements to obtain agreement Dith the *aue obtained/ using the

    re!erenced e$uations5 Figure ;1 shoDs a graph indicating the con*ergence o! the

    cacuated stress to the FEA determined stress5

    ;=

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    26/37

    Fig%&e #9 / N%!"e& of Ele!ents 7$ Root St&ess

    %he initia specuation coud be that the stresses cacuated !rom the ASME code

    e$uations are incorrect5 But upon ooking into the subject/ it is possibe and acceptabe

    !or yieding to occur at the thread root5 %he distribution o! the a:ia stress near the ends

    o! the oaded portion o! a screD is !ar !rom uni!orm5 %his is not a concern noD because

    a:ia stresses are $uite oD/ and because threaded !asteners shoud aDays ha*e enough

    ductiity to permit oca yieding at thread roots Dithout damage I=5

    #t is generay considered that the !irst three threads Di carry neary the entire bot

    oad/ and that the !irst thread Di bear the most oad o! the three5 %Do important !actorscausing this are+

    • %he oad is communa among the three threads as redundant oad.carrying

    members5 %he shortest path is through the !irst thread I=5

    • %he appied oad causes the threaded segment o! the bot to be in tension/

    Dhereas the mating portion o! the nut is in compression5 %he resuting

    de!ections sighty increase bot pitch and decreases nut pitch5 %his tends to

    reie*e the pressure on the second and third threads I=5

    %he recommendation using assembl# stress/ (/ is !rom a non.mandatory section o! 

    the ASME code/ Doud aoD us to use the cacuated bolt load / W b5 %his Doud aoD us

    to reduce our bot pre.oad to ?1/;0? bs/ neary cutting our stresses in ha!5 Athough

    this might seem ogica/ many other probems arise by not ha*ing a high initia tension5

    8ith threaded !asteners/ it is norma !or yieding to crop up at the root o! the bot

    ;

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    27/37

    threads5 %he rationae behind this is that the higher the initia tension/ the ess ikey the

     joint members Di separate5 Aso/ the higher the initia tension/ the greater the !riction

    !orces to resist the reati*e motion in shear I=5

    %ests ha*e shoDn that a typica joint oses about percent o! its initia tension Dith

    in a !eD minutes/ and that *arious rea:ation e!!ects resut in the oss o! about another

     percent Dithin a !eD Deeks I=5 #n some cases/ it is necessary to retighten bots

     periodicay during operation5

    #t is important to recogni-e that tightening o! bots to !u yied strength shoud not

     be speci!ied/ because o! the inaccuracies o! standard bot pre.oading methods/ athough

    it is ad*antageous to obtain a high initia bot tension5 #t is signi!icant to be aDare that

    the diminuti*e amount o! yieding that occurs Dhen bots are tightened to the !u proo! 

    oad is not detrimenta to any bot materia o! ade$uate ductiity5 %he ad*antages to

    tightening this !orce!uy are+

    • %he dynamic oad on the bot is reduced because the e!!ecti*e area o! the

    camped members is arger I=5

    • %here is a ma:imum protection against o*eroads Dhich cause the joint to

    separate I=5

    • %here is a ma:imum protection against thread oosening I=5

    ;

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    28/37

    .$ CONCLUSION

    Mutipe *ariabes are in*o*ed in cacuating the stresses in a boted !ange/ and

    rey on a Dide *ariety o! !actors that ha*e an e!!ect on these *ariabes5 %he most

    important *ariabes being the thread !orming method a!!ecting the stress concentration/

    and the !riction !actor and too accuracy a!!ecting the actua preoad estabished in the

     bot5 %his e:pains Dhy the A(S#ASME code is based on a conser*ati*e and simper 

    anaysis5

    E*en though the code Di speci!y a pre.oad/ the *ariation in actuay estabishing

    that pre.oad can range !rom . >1N/ and a Dide range o! !actors a!!ect the stress

    concentration on the thread root5 Many !actors a!!ect the accuracy o! tor$uing/ but as an

    e:ampe/ the !riction coe!!icient is a main dri*er !or the arge *ariation5 But in a

    testament to the *ariabe interactions/ Dhen the coe!!icient at the thread inter!ace is

    increased/ the stress concentration !actor decreases I;5 %he most accurate Day to

    determine the stress concentration !actor is through physica testing/ but e*en Dith this

    approach/ the *ariances in manu!acturing can sti produce di!!erent stress

    concentrations5

    %he !inite eement anaysis Das not e!!ecti*e in repicating the ASME code

    computed stress at the thread root5 'oDe*er/ this may be due to imitations o! the

     particuar so!tDare *ersion that Das a*aiabe5 %he stress risers in the root o! the thread

    Dere so minute that the program coud not generate enough eements to propery reso*e

    the particuar area o! stress concentration5 #ncreasing the number o! eements did hep/

     but the percent di!!erence/ in computed stress Das sti high in this particuar case5

    %he !inite eement anaysis Das e!!ecti*e at repicating the theoretica stress at the

    !iet radius !rom bot head to shank transition5 'oDe*er/ due to the si-e o! the bot/ this

    !iet radius Das reati*ey arge/ and did not create a highy concentrated stress riser5

    Athough the stresses cacuated !rom the cassica e$uations Dere accurate/ the areao! most concern/ the !irst oad bearing thread/ coud not be *aidated Dith the use o! the

    !inite eement mode used in the study5 E*en i! this scenario changes/ a arge sa!ety

    margin needs to be considered due to the arge array o! *ariabes that e!!ect estabishing

    the pre.oad as De as the stress concentration on the thread root5

    ;2

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    29/37

    A::ENDI; A

    Ta"le # / Effecti7e Gas

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    30/37

    Ta"le ) / Gas

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    31/37

    Ta"le + / Gas

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    32/37

    A::ENDI; B

    Fig%&e ## / Fillet St&ess Concent&ation Facto& 4Refe&ence #)5

    0>

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    33/37

    Fig%&e #) / Root St&ess Concent&ation Facto& fo& Bending 4Refe&ence #)5

    0?

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    34/37

    Fig%&e #+ / Root St&ess Concent&ation Facto& fo& A=ial Loading 4Refe&ence #)5

    0

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    35/37

    REFERENCES

    I; Lenkatesan/ Sriman5 7in-e/ Gary )5 "eduction o! Stress Concentration in Bot.(ut

    Connectors5 Journa o! Mechanica 9esign/ (o*ember 011=/ Loume ;0/ pp ;>>.

    ;>?05

    I0 Thang/ &u$i5 9iscussion on Beha*ior o! Boted Joints in %ension5 Journa o! 

    Mechanica 9esign5 May 011/ Loume ;0/ pp5 1=.;15

    I> GreDa/ A5S5/ Sabbaghian/ M5 )oad 9istribution BetDeen %hreads in %hreaded

    Connections5 Journa o! Pressure Lesse %echnoogy5 February ;22/ Loume ;;2/ pg 2;.

    25

    I? Srini*asan/ GoDri5 )ehnho!!/ %5F5 Bot 'ead Fiet Stress Concentration Factors in

    Cyindrica Pressure Lesses5 Journa o! Pressure Lesse %echnoogy5 August 011;/

    Loume ;0>5 pg >; R >5

    I 9o*er/ 8595/ Brennan/ F5P5 Stress #ntensity Factors !or %hreaded Connections5

    Engineering Fracture Mechanics5 ;22/ Loume 1/ (o5 ?/ pg ?.=5

    I= Marshek/ 7urt M5 Fundamentas o! Machine Component 9esign5 %hird Edition5 John

    8iey U Sons #nc/ 01115

    I Bou-id/ Abde.'akim5 (echache/ Aki5 An Anaytica Soution !or E*auating Gasket

    Stress Change in Boted Fange Connections Subjected to 'igh %emperature )oading5

    Journa o! Pressure Lesse %echnoogy/ (o*ember 011/ Loume ;0/ pp5 ?;?.?005

    I ASME American Society o! Mechanica EngineersH Boier and Pressure Lesse

    Code/ 011a/ Section L###/ 9i*ision ;

    I2 Payne/ J5 "/ ;2/ PL"C Fanged Joint 6ser’s Sur*ey/ Buetin n5>1=/ 8eding

    "esearch Counci5

    I;1 Bou-id/ Abde.'akim5 (echache/ Aki5 %hermay #nduced 9e!ections in Boted

    Fanged Connections5 Journa o! Pressure Lesse %echnoogy5 (o*ember 0115 Loume

    ;0/ pp5 >2?.?1;5I;; Sato/ %akuya5 7ado/ 7inchiro5 #neastic Anaysis o! 9issimiar Materia Fanges

    Dith Meta "ing Gaskets at Ee*ated %emperatures5 ASME Pressure Lesses and Piping

    9i*ision Con!erence5 Juy ;.0;/ 0115 pp5 ;.5

    I;0 Pikey/ 85 95/ ;22/ Peterson’s Stress Concentration Factors/ 8iey/ (eD .>5

    0=

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    36/37

    I;> Staede/ 85/ ;2>>/ 9auer!estigkeit *on Schrauben/ Mitt5 9er 

    Materiapru!ungsanstat an der %echnischen 'cohschue 9amstadt/ (o5 ?/ L9#/ Berin5

    I;? Liegand/ '5 ;2>>/ 6ber die 9auer!estigkeit *on SchraubenDeksto!!en und

    Schrauben*erbindungen/ %hesis/ %echnische 'ochschue 9amstadt/ 9ormstadt/

    Germany5

    I; Bick!ord/ John '5 An #ntroduction to the 9esign and Beha*ior o! Boted Joints/

    %hird Edition5 Marce 9ekker/ #nc5 Copyright 0115

    I;= Jones/ Frankin 95 &berg/ Erik5 'orton/ 'obrook )5 "y!!e/ 'enry '5 0th  Edition

    Machinery’s 'andbook5 #ndustria Press #nc/ 011?5

    I; Caister/ 8iiam 95 Jr5 Materias Science and Engineering5 John 8iey U Sons/

    #nc5 01115

    I; 6gura/ Anse C5 Stresses in Pates and Shes5 McGraD 'i Companies/ #nc5 ;2225

    I;2 Beer/ Ferdinand P5 Johnston/ "usse E5 9e8o!/ John %5 Mechanics o! Materias5

    McGraD 'i Companies/ #nc5 011;5

    I01 Coins/ Jack A5 Mechanica 9esign o! Machine Eements and Machines5 John

    8iey U Sons/ #nc5 011>5

    I0; Srini*asan/ GoDri5 )ehnho!!/ %erry5 Bot 'ead Stress Concentration Factors in

    Cyindrica Pressure Lesses5 Journa o! Pressure Lesse %echnoogy/ August 011;/

    Loume ;0>/ #ssue >/ pp5>;.>=5

    I00 Barret/ "ichard %5 Stress Concentration Factors !or Fasteners and Fastener Joints5

    American Fastener Journa/ JanFeb 0115

    I0> @u/ 'ong/ Theng/ Shan.'e/ Maie/ 7ar5 "esearch on the !atigue.creep rupture o! 

    !astening bots o! utra.supercritica steam turbine cyinder case5 Proceedings o! the

    Chinese Society o! Eectrica Engineering5 Lo5 0/ pp =>.==5 ; (o*5 0115

    I0? Bou-id/ Abde.'akim5 (echache/ Aki5 %he E!!ect o! Cyinder and 'ub Creep on

    the )oad "ea:ation in Boted Fanged Joints5 Journa o! Pressure Lesse %echnoogy5

    August 011/ Loume ;>1/ pp5 1>;0;;.; R 1>;0;;.2

    I0 (assar/ Sayed A5 Matin/ Payam '5 Camp )oad oss due to Fastener Eongation

    Beyond its Eastic )imit5 Journa o! Pressure Lesse %echnoogy5 August 011=/ Loume

    ;0/ pp5 >2.>5

    0

  • 8/18/2019 Analysis of Bolting in Flanged Connections (1)

    37/37

    I0= Jaginski/ %5 (imityongsku/ A5 Schmit-/ "5 )akes/ "5 S5 Study o! Bot )oad )oss in

    Boted Auminum Joints5 Journa o! Engineering Materia and %echnoogy5 January

    011/ Loume ;02/ pp5 ?.?5

    I0