psc girder vs steel girder

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  • 6/26/2015 IndianRailwaysInstituteofCivilEngineering

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    IndianRailwaysInstituteofCivilEngineeringForumIndexRlyBridgeForum

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    G.Radhakrishnan

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    Joined:May11,2010No.of

    Replies:488

    Posted:SatSep24,20119:38am

    Thoughsteelgirdersarerequiredtobemaintainedperiodically,thosearefarbetterinviewofsafetywhencomparedwithPSCgirders.Thosewhoarecreatingassetsarenotboundtomaintainthesameinoursystem,likeOpenline&Construction.Qualityofworksdiffersfromcontractorstocontractors,EngineerstoEngineers,PlacetoPlaceetceventhoughtheSpecifications,Codes,Manualstobefollowedaresame.

    Themainadvantagesinsteelgirdersviz,problemslikecorrosioncanbeovercomewithprotectivecoating,possibilitiesofstrengtheningwhereverorwheneverorwhateverrequired,easyreplacementbysteelgirdersifitwarrants,temporarygirdersofsimilarspansavailableincaseofemergenciesetc

    ThespanofPSCgirdersmostlyarenotmatchingwiththeconventionalsteelgirderspanof12.2,18.3,24.4,30.5etc.IfanyPSCgirderfailsthealternatearrangementisnotconfinedbutweknowfailureinPSCwillbeasudden.

    InourZone,conceptofprovidingPSCgirdersinplaceofsteelgirdersduringGCis100%implementedresultingsteelgirderbridgesinMGhavebeenrebuiltwithPSCinBG.

    Withinshortperiodoftime,wearefacingleachingproblemsinPSCgirders(wateriscomingfromthedeckslabtobottomofPSCsolidgirders)whichwillleadtocorrosionintendonsalsoandfailureinnearfuture.

    Duetononavailabilityofbridgestaff(Nointakeforaquitelongperiod)SSE/Bridgesareengagingcontractsystemforinspectionalso.(IhaveseensuchtendersinSWR)Noticingtheproblemsitselfnowbecomingaquestionmark

    Atthisjuncture,whataretheprecautionstobetakenincaseof

  • 6/26/2015 IndianRailwaysInstituteofCivilEngineering

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    failureoremergenciesinPSCgirderbridges?Also,whataretheremedialmeasuresbeingadoptedincaseofsuchleachingproblemsanywhere?G.Radhakrishnan...240911

    NarasimhaMurtyGannavarapuDy.General

    Manager(civil)/RVNL

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    Joined:May14,2007No.of

    Replies:838

    Posted:SatSep24,20116:01pm

    Inthegoodoldendays,forhigherspans,steelgirderswerepredominantlyused.Aftertheadventofprestressedconcrete,itsuseinhigherspanbridgesincreasedtremendously.MainreasonbehinduseofPSCgirdersisduetoitsinitialeconomicalcostMainreasonsfornotpreferringsteelgirderbridgesare:(i)Itsinitialcostismore.(ii)Itrequiresrecurringexpenditureinpainting.IncontrarytothatitisbelievedthatPSCgirdersarecheaperanddoesnotrequireanytypeofmaintenance.OnemoremeritofPSCGirderBridgeisaboutitsfacilityofprovidingthesametrackstructurelikeinapproaches.Demerits:AsfarasdemeritsofthePSCgirdersareconcerned,theseare(i)Brittlefailurenature.(ii)Lesslife.(iii)Verydifficultstrengthening/repair/restorationConcreteisbrittleinfailure.Itfailsallofasuddenwithoutgivinganywarning.FailureofMondoviBridgeatGoaisaburningexample.Contrarytothis,steelgirderswhichareductileinnaturegivesamplewarningsbeforefailure

    Sinceconcreteisverystrongincompression,PSCconstructionhasgainedmomentum.ButunlikeRCC,PSCrequireslotofqualitycontrol.Highdurabilityhastobemaintainedduringconstruction.Thegirdershouldbeimpervious.otherwisewaterwillpercolateintothemember.Sincethecablesareheavilystressedtheywillpronetocorrosionatafasterrateduetoingressedwater.SriRadhakrishnanhasquotedthatthegirdersareleakingheavilyindicatesthepoorqualityinconstructionwhichwillspoilthegirderswithinshortperiod.Remedies:(i)Observingthecamberatregularintervalsinordertoknowthesoundnessofthegirder.(ii)Ifsubstantialdecreaseincamberisnoticed,externalprestressingistoberesortedthroughfuturecablels.(iii)Ifanylossofprestressistakenplace,itcanbenoticednearendblocksintheformofshearcracksat45angle.Henceendblockshavetobeobservedcperiodically.

    RailwayBoardvidetheirletterNo.2005/CE1/BR11/8dtd28.05.2009hasinstructedtoadoptsteelgirdersforspansmorethan24.40m.ThereasonsasmentionedintheBoard,sletterare(1)TherearenodetailedguidelinesforinspectionanddefectsidentificationofPSCgirders(ii)Incaseofanyeventualityonsuchbridges,Rly.donothaveanyimmediatetemporaryrestorationmeasuresavailbleupto80ft.temporaryspanarrangements.(iii)AtthesametimesteelbridgesareknowntohavelongerlifethanothersandIRhavemanynumberofexamples.NarasimhaMurtyGannavarapuEXECUTIVEENGINEER(CON)...240911

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    G.Radhakrishnan

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    Joined:May11,2010No.of

    Replies:488

    Posted:MonSep26,20118:50am

    Regrettedtohighlightthatwithoutdevelopingsuitableguidelinesforinspection&maintenance,wehaveswitchedovertoPSCgirders!andmostofthesteelgirderbridgeshavebeenconvertedintoPSC.

    GeneralcommentduringinspectionisWhatistheretoseeinPSCwhencomparedwithsteelwithoutconsideringtheconsequences!!

    RecentlyconstructedPSCgirderbridgesduringGChavestartedgivingsymptomsabouttheirhealth.NextgenerationwillhavetofacealotofproblemswithpoorqualityPSCgirders.Atthattime,anewtechnologymaybeimplementedinlieuofPSCandlikeourearlysteelgirdersallPSCgirdersconstructedbeforexxxxxshallbereplaced!!!G.Radhakrishnan...260911

    RAMKUMARSINGHDyCVO

    (Engg)/SECR

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    Posted:TueSep27,201112:19pm

    Railwayhasrealisedtheproblemsoonandhasagainshiftedtosteelgirdersforspanmorethan24.4m.RAMKUMARSINGHDy.CE/BR/Splworks/SECR/BSP...270911

    G.Radhakrishnan

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    Joined:May11,2010No.of

    Replies:488

    Posted:WedSep28,20115:53am

    Good.

    InthemeantimeanumbersofPSCgirdershavebeenerectedwithspansmorethan24.4m

    Specificguidelinesarerequiredtobeframedandcirculatedforinspection,maintenance,monitoringthenoticeddefects,methodofrecordingcamber,temporaryarrangements,actionincaseofemergenciesincludinglossofcamber,methodofreplacementincaseoffailureintheexistingPSCgirdersG.Radhakrishnan...280911

    NarasimhaMurty

    Posted:FriSep30,201112:38pm

    Anarticleon"INSTRUMENTATIONTECHNIQUESTOMONITORLOSSOFPRESTRESSANDCORROSIONOFSTEELINPRESTRESSEDCONCRETE"canbeseeninthislinkwhichisusefulforbridgemaintenancewing:

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    GannavarapuDy.General

    Manager(civil)/RVNL

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    Joined:May14,2007No.of

    Replies:838

    http://www.rdso.indianrailways.gov.in/uploads/files/1296817034676bs_36.pdfNarasimhaMurtyGannavarapuEXECUTIVEENGINEER(CON)...300911

    G.Radhakrishnan

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    Joined:May11,2010No.of

    Replies:488

    Posted:SatOct01,20113:09pm

    FromtheabovequotedArticle,thefollowingsentencesarereproducedhere.

    Concretestructuresaresupposedtogivetroublefreeandmaintenancefreeservice,ifconstructedproperly.Normally,durabilityaspectsareusuallylostsightof.Becauseofwhich,manytimes,concretestructuresdevelopdefectsduringtheirservice.

    Itwillbeworthwhiletonotethatnodirectmethodisavailabletomeasurelossofprestress.

    ItcanbenotedthatV.W.loadcellsystemissuitablefornewconstructionandnotforexistingbridge.

    VibratingWireStrainGaugeissuitableforuseonnewaswellasexistingbridges.NotmuchofliteratureonactualuseofaboveinstrumentationsystemisavailableeitherinIndiaorabroad

    Noinstrument/techniqueisavailable,atpresent,whichcanmeasuretheextentofcorrosionofsteel

    ItwillnotbeincorrecttostatethattheinstrumentationofbridgesisstillataprimitivestageinIndia.

    Hence,wecannotgoforinstrumentationofeachbridgeduetocostaffair,SERCorothersimilarorganizationtobeinvitedandalsoinstrumentationalonewillnotsolveourproblems.Wemayhavetogoforrehabilitation,strengtheningorreplacementafterinstrumentation.

    Duetoleachingdefect,thereinforcementsincludingtendonswillcorrodewithaperiodoftimewhichwillleadtolossofprestress.Noinstrumentationisfurtherrequiredforcorrosionorlossofprestress.Whatwillbetheremedialaction,oncecorrosionstarted?

    Insteelgirders,themainproblemiscorrosionwhichcanbecontrolled.Even,camberlossgirdersarestillsurvivinginothertopicsofthisforum.G.Radhakrishnan...011011

    Posted:SunOct02,20119:16am

    Therearefewthingstobeconsidered:

    1.ThePSCgirdersarenotasfragileastheyarenormallypresumedtobe.Thesearedesignedasductilestructuresasthenormalsteel/RCCstructuresareandthecrackswillbethereinstructurefor

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    V.B.SoodDirector(B&S)

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    longtimebeforeactualcollapsetakesplace,exceptinthecasewhenthePSCtendonsarenotgroutedproperlyandsnapduetocorrosion.

    2.Yes,theunderstandingofPSCgirdersisonlowersidetodesired,partlybecauseoflackoftrainingandpartlybecauseoflackofdifficultnatureofsubject.ButitcannotbesaidthatthesewereintroducedwithoutpreparationsasthewillhavetheproblemofchickenandeggsituationwhethertofirstconstructPSC,whichisamaterialofchoiceworldover,orfirstcreateawarenessandinspectionmethodology.IwouldsaythattheapproachwasOKthatwayandiftheorganizationcannotgetpeopletolearnthethingsin30years,thereisnoexcuseaboutanything.

    3.Ourbridgemanagementisnotinthatgreatshape.Exceptforthesteelgirderinspectionandmanagement,whichtomeistheeasiesttolearnandmaster,wearelackinginalmostallaspects.Thefloodsandscourisaverymuchneglectedfield,substructureinspectionisajoke,underwaterinspectionshaveassumedsomesortofpriorityonlyafterkillingscoresofpeopleonthisaccount.AndthelesssaidaboutmodernfieldslikeNDT,thebetteritis.IhadanopportunitytoinspectsomeoldarchesandIsawoldinspectionrecordsfor25yearsorsoandwasastonishedtoseethedivergingviewsthatlearnedengineershavetakenovertheyearsandalmostnonehadgivenasolutionthatcouldrestorethebridgestoarespectableshape.Thismuchfortheoldesttypeofthebridgesthatweareusing.So,theissueofPSCisnotthatdirewhenseeninlightwithitsolderpeers.

    4.TheproblemintheparticularcaseappearsduetotheslabconnectingtheIgirders.Theseslabsarethelastitemofconstructionandthetimeconstraintscancausetheproblemsmentioned.ButtheproblemwillmostlikelybeinRCCandnotPSCcomponents.Ifthisisthecase,youcancheerupasRCCisloteasiertomaintainandrehabilitatethanPSC,andalsothewatermightnotbeaffectingthetendons.WehaddealtwithsomesuchcasesonWRandIhadmadeafilmonthesamewhichcanbeseenhere:

    http://wiki.iricen.gov.in/doku/doku.php?id=training_films

    Iftheproblemisdifferent,pleaseletusknow.V.B.SoodDirector(B&S)...021011

    G.Radhakrishnan

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    Replies:488

    Posted:WedOct05,201112:18pm

    Inmycaseisdifferent.PSCsolidgirdersof10spansof9.14meachinabridgeconstructedduringtheyear1998,arehavingleachingdefect(fromthetopofdecktobottom)inalmostallthegirders.Seepageofwater,afterraining,canbevisuallyseen.Also,atthejunctionofretainingwallconnectingdeckslabinsomanybridgesincludingROBssuchleachingdefectswerenoticedG.Radhakrishnan...051011

    Posted:WedOct12,20117:33am

    InPSCboxgirders,theopenspacesaremisusedbypublic.IfoundthatonePSCboxgirderROBisusedasminiBAR.Shallweclosetheopeningsprovidedintheboxgirders.

  • 6/26/2015 IndianRailwaysInstituteofCivilEngineering

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    G.Radhakrishnan

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    Joined:May11,2010No.of

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    Onseeingsuchmischievouswegetwarningas"dangerahead!"G.Radhakrishnan...121011

    A.P.MALIKCPM1

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    Posted:WedOct19,20111:52pm

    Therearemanyfactorsthatgointodecidingthematerialtobeusedinconstruction.Firstandforemostoftheseistherealityandfactsastheyexist,insteadofwhatwethinktheyshouldbeorassumethemtobe.Ourassumptionsmustasclosetorealityaspossible.

    Andthefactis,PSCisnotthematerialforourbridges.Ourqualitycontrol,handlingequipments,maintenanceresourcesarenotfitforPSCgirders.Forspansof9.15mandabove,weshouldsticktosteelgirders,thetried,thetestedandtheelegantelements.ForsleepersoverthemwemayapproachSCtoallowtimbers,asvolumewouldbemuchlessnow,asforeverythingelsewehaveswitchedovertoPSCsleepers.

    Unlikeroad,wecannotdiverttrafficatwill.Wegetverylimitedtimeforrepairsandreplacement.Anyfailures,unlikeinaroadbridge,arepotentialdisasterforus.Oursitesarewhereitisverydifficulttotakecranestohandletheweightsinvolved.Justtogiveyouanidea,totalweighttobehandledincaseofPSC9.15mspanis82tonnes(minimumcomponentweightbeing20/30T,dependingonwhetherpreorposttensioned)asgainstabout9tonnesfora9.15msteelspan.A.P.MALIKDyCPM/C/III...191011

    AvijitMujumder

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    Joined:Dec21,2009No.of

    Replies:15

    Posted:TueOct25,20113:14pm

    Apartfromabovedefficiencies,theheightofdeckincaseofPSCgirderisanotherdetrimentalfactorwhichcannotbeignoredastheapproachofbridgesistoberaised.Incaseoftallpiers,seismicloadsonheaviersuperstructure(PSCgirders)hasconsiderableeffectonsubstructure&it'sfoundation.AvijitMujumder...251011

    Posted:MonNov21,20117:23am

    ThetwomeritsmentionedbyEXECUTIVEENGINEER/CONfortheuseofPSCgirdersalsohavingthefollowingdisadvantages

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    G.Radhakrishnan

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    Joined:May11,2010No.of

    Replies:488

    (i)TheMainreasonbehinduseofPSCgirdersisduetoitsinitialeconomicalcostisapplicablefornewconstructiononly.Inopenline,replacementofsteelgirderwithPSCgirderwillcostmoreduetoexpensivelaunchingscheme,prolongedspeedrestriction&megalineblock

    (ii)OnemoremeritofPSCGirderBridgeisaboutitsfacilityofprovidingthesametrackstructurelikeinapproaches.But,withoutadheringthemanualprovisions,thesametrackstructureofapproach(LWR)hasbeencontinuedonthePSCgirderbridges.Ifanythinghappensthenonlyresponsibilitywillbefixedandalsocircularswillcome.So,PSCgirderfacilitatesformisleadingtheLWRmanualprovisionsG.Radhakrishnan...211111

    NarasimhaMurtyGannavarapuDy.General

    Manager(civil)/RVNL

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    Joined:May14,2007No.of

    Replies:838

    Posted:MonNov21,20114:52pm

    Mr.Radhakrishnanhasexpressedviewinthemaintenancepointofview.Apartfromcertaindisadvantages,PSCgirdershavenumerousadvantagesalsoundoubtedly.Sincesteelgirdershadlonghistoryandstoodforthetestoftimeandmoreoverthesteelismanufacturedatsteelplantswithhighestqualitycontrol,nodoubttheyaresuperiorandstrongertoPSCgirders.Butthedisadvantagewiththemisthemaintainabilityoftrackoverthosegirders.LastdecadePWayEngineerssufferedalotonthatscore.ThenonlyPSCgirdershavecomeintopicture.RegardingreplacementofsteelgirderswithPSC,itisrestrictedupto6.10monlyandoverandabovetheywillbecastinsituonly.AsfarascontinuingofLWRoverPSCgirderbridgesareconcerned,certainRailwayshaveofficiallyundertakenthesameontrialbasisandaregivingbetterresults.OffcourseKonkanRailwayhasalreadycontinuedtheirallLWRsongirderbridgesprovidedwithbearingsandnoanyuntowardincidentshavebeennoticed.Manualsaresuggestiveonlyanddoesnotrestrictthebetterments.Duetothisflexibility,correctionslipsarebeingissuedasandwhenneeded.Afterallwethescientificandengineeringcommunityshouldalwaysthinkforbetterchangesandaccordinglyexperimentshavetobecontinued.GapsbetweensinglerailshavebeenprovidedforseveralyearswithaviewthatlinearexpansionwillcreateproblemsuntilLWRshavebeendiscoveredandproveditwaswrong.RutherfordsquantumtheoryregardingelectronsrevolvingroundthenucleuswasprovedwrongtillBohrsexperimentrevealedthattheywillrevolveinfixedorbitsafter60years.Thatissscienceandchangeswillalwaystakesplace.AsfarasPSCgirdersareconcerned,themainproblemwiththemiswiththequalityatsite.Theyrequirehighstandards.Veryfewcontractorsawareofthesameandtheythoughtthatqualityistheresponsibilityoftherailway.Unlikesteel,concreteisaheterogeneousmixandhastobemadeatsite,maintainingqualityandachievinguniformqualityisatoughesttaskfortheConstn.Engineers.Knowingallthesefacts,RailwayBoardhasrestricteditsuseupto24.40mgirders.NarasimhaMurtyGannavarapuEXECUTIVEENGINEER(CON)...211111

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    G.Radhakrishnan

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    Posted:MonNov21,201110:58pm

    Ihavefocusedinmaintenancepointofviewonly.

    InPambanBridge,wehavereplacedthePSC(MG)girderswithsteelgirdersbygantrymethod.

    Steelgirderspansabove6.10marebeingconvertedintoPSCbyadoptingsuitablelaunchingschemeintrafficcondition.

    PSCgirdersitselfmayrequirereplacement!

    Betterchanges(inthematerialofconstruction)arealwayswelcome.Atthesametime,technologyformaintainingthesamealsotobedevelopeddulyconsideringthevulnerablefactorssuchasqualityofconstruction,environmentalcondition,workmanshipetc.,

    Betterunderstandingisessentiallyrequiredwhenwechangeovertoanewsystem

    Asmentionedthatveryfewcontractorsaretakingcareofquality,veryfewEngineersareworriedaboutqualityandhenceveryfewbridgesareingoodcondition

    Concretestepsarerequiredtobetakentosafeguardourassetsofconcretebridges

    Steelgirders>>>Concretegirders>>>Compositegirders>>>?G.Radhakrishnan...211111

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