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外文翻譯:RETROFITOFEXISTINGSTRUCTURES2.1IntroductionManystructureshavehistoricallybeenconstructedusingreinforcedconcrete.Typicalordinaryconcreteconsistsoffourconstituents:gravel,sand,water,andcement.Reinforcedconcretehassometypeofreinforcement,typicallysteel,combinedwithconcretetoproduceastrongersystemthanplainconcrete.Concreteisstrongincompressionbutweakintension.Tensileforcescauseconcretetocrackandeventuallyfailinabrittlemanneratstressessignificantlylowerthanthecompressionstrengthofconcrete.Steel,oranothertypeofreinforcementmaterial,canbeusedtocompensatefortheweaktensilestrengthofconcrete.Thissystemisreferredtoasreinforcedconcrete.Asreinforcedconcreteages,avarietyofdetrimentaleffectscanoccur.Theseincludespalling,flaking,orcrackingoftheconcrete,andsubsequentcorrosionofthereinforcingsteel.Theseoccurrencescansignificantlyaffectthestrengthofstructuralmembers.Membersdisplayingtheseadverseaffectsmayberehabilitatedusinganappropriateretrofitmethod.Retrofittingistypicallydonefortworeasons:rehabilitationorstrengthening.Aspreviouslydiscussed,rehabilitationisfixingthestructuraldeficienciesofadamagedstructureorstructuralmember.Thismaybenecessaryforagingmembersthatnolongerdisplaythestrengthoftheoriginaldesign.Strengtheningincreasestheload-carryingcapacityofastructuralmember(Ersoyetal.1993).Thismaybenecessaryifthesupportedloadisalteredthroughthelifeofthestructuralmember,orifcurrentdesignstandardshavemorestringentreinforcementrequirements.Additionally,structuralmembersinseismicregionsmayneedtobeupgradedtocurrentseismicrequirements.Retrofittingcanbeappliedtoanystructuralmembers,includingbeamsandcolumns.Severalmethodsaretraditionallyutilizedforretrofitting.Theseincludeconcretejacketing,steeljacketing,andFRPstrengthening(Wipfetal.1997).Reinforcementforconcretejacketscanbeprovidedbyrebarreinforcementorweldedwirefabric(WWF).Additionally,arelativelynewproduct,PrefabricatedCageSystemreinforcement(PCS),issuggestedasapossiblereinforcementalternativeforconcretejacketretrofits.2.2PrefabricatedCageSystem(PCS)ReinforcementPCSreinforcement,asshowninFigure2.1,isessentiallyacontinuoussteelsectionwithholesappliedasasecondaryprocess.ThePCSreinforcementprovideslongitudinalandtransversereinforcementsimultaneouslyandcanbeusedincircularorrectangularsections.Thismonolithicconnectionreducestheneedforseparatelongitudinalandtransversereinforcement.PCScanbeusedasreinforcementincolumns,shearwalls,foundationsorbeams.PCSreinforcementcanbeconcentricallylayerediflargereinforcementratiosarerequired(Figure2.2).Foracolumn,verticalsteelstripsprovidelongitudinalreinforcementwhilethehorizontalsteelstripsprovidetransversereinforcement.TestshaveshownthatPCSprovideshigherconfinementcapacitiesthantraditionalrebarreinforcementsystems(ShamsaiandSezen2005).2.2.1PCSProductionPCSreinforcementisproducedfromsteeltubesorplates.Standardsteeltubesorplatesarepunchedorcuttoprovideholeswiththedesireddimensions.Inlieuoftubes,steelplatescanbebentintotherequiredshapeandthenwelded.CastingofPCSreinforcementhasalsobeensuggestedasamethodofproduction.CuttingofholesinthePCScanbeperformedwithavarietyofmethodsincludinglaser(asshowninFigure2.3),plasma,flame,andabrasivewaterjetcutting.Additionalsuggestedmethodsincludemilling,electrochemicalmachining,electricaldischargemachining,andchemicaletching.Precision,time,cost,availability,andthicknesslimitationsvaryamongthedifferentcuttingmethods(Shamsai2006).PunchingholestoformthePCSreinforcementissuggestedformassproduction.Computernumericalcontrol(CNC)machinescanprogramthepunchingspacesanddimensionsforPCSreinforcement.ThreesuggestedCNCpunchingmachinesincludeasinglestationpress,amechanicalturretpunchpress,andahydraulicturretpunchpress.Punchingalsohasdisadvantagesincludingsteelthicknessrestrictionsandpossiblesteeldeformations(Shamsai2006).2.2.2PCSBenefitsPCSreinforcementhassomeuniqueproperties.ThelongitudinalandlateralreinforcementforPCSarelocatedthesamedistancefromthecenterofthemembercross-section.Thisprovidesincreasedflexuralcapacity,usingthesameamountofsteelasatraditionalrebarsystem,andresultsinmoreefficientuseofthereinforcingsteel.ThemonolithicactionofPCSeliminatesseparationoflongitudinalandtransversereinforcement.Additionally,PCSreinforcementisspreadinaplanarconfigurationwhichoffersgreaterconfinementthanrebarreinforcement,asdisplayedinFigure2.4.ThicknessofthePCSsteeldeterminesthedimensionsofthereinforcementconfiningtheconcrete.PCSreinforcementoffersseveraladditionalbenefits.Dimensionsofthereinforcementaredeterminedbythedesignertoproduceanydesiredamountoftransverseandlongitudinalreinforcement.Thisallowsagreatdealofflexibilityandefficiencyinthedesignprocess,asreinforcementchoicesarenotlimitedtoavailablestockmaterials.Additionally,PCSreinforcementcanbefabricatedoff-siteandimmediatelyplacedforconcretecastingwithoutadditionalfieldwork,suchastying,cutting,orbendingofreinforcement,whichprolongconstructiontime.Off-sitefabricationalsoprovidesanincreasedlevelofqualitycontrolforthereinforcement.InPCSproduction,dimensionsandspacingarefarmoreaccuratewhichminimizesopportunitiesforhumanerrorandeliminatesacceptanceofsub-pardetailingorinadequateconstruction.This,inturn,resultsinanincreasedfactorofsafetyforconstructionprojects.2.3RetrofitMethodsAspreviouslymentioned,commonretrofittechniquesincludeconcrete,FRP,andsteeljackets.Concretejacketsareconstructedbyenlargingtheexistingcrosssectionwithanewlayerofconcreteandreinforcement(Ersoyetal.1993).Thisreinforcementistraditionallyprovidedbyhooporspiralrebar,orweldedwirefabric.FRPreinforcementistypicallyappliedtwoways:prefabricatedjacketsorwraps.Bothmethodshavebeenexperimentallyresearched(MorshedandKazemi2005).Steeljacketsareconstructedbyplacingasteeltubewithaslightlylargerdiameteraroundthemembertoberetrofitted.Theareabetweentheexistingmemberandsteeltubeistypicallyfilledwithgrout(Priestleyetal.1996).2.3.1ConcreteJacketing羨Additi惡onof嗎aconc誰retej凳acket瞇isuse愧dtoe張nhance煌flexu拳ralst赤rength報(bào),duct蛾ility,晴ands敘hears海trengt嘩hofc副olumns生.T役histe擠chniqu刑eism碰oreco矛mmonly歌used翅forbu恐ilding絨colum領(lǐng)nsbut趨hasb俱eenap紅plied狂tosom蹦ebrid注gemem黃bersi筐nJapa蠟n.Th具eenha局ncedc純onfine符menti掩sachi莊evedw擁ithth榮euse省oftie展sors逼pirals丹ata秀small看pitch,赴ortr擁ansver頃serei辰nforce肚ments稼pacing翅(Prie診stley丈etal.曲1996)也.Con恥crete臘jacket惱scan球beuse轉(zhuǎn)dtor砍etrofi宏tbeam睜sasw旋ellas池colum炸ns(Ch逗eonga晴ndMac暢Alevey達(dá)2000)占.Add劍itiona舅lmate真rials眼canbe淹used奇torei赴nforce淋ther槽etrofi或t,as暖longa燃sconf彎inemen寬tise宮nhance糞d.看睛.1Re勵(lì)barRe丹inforc國(guó)ement并Concre冰tejac部keted貼column桶swith斧hoop是andsp倘iralr營(yíng)einfor么cement瞎effec王tively揭enhan迫cethe齡struc評(píng)tural認(rèn)capaci性tyof岔retrof障itted垃member鍬s.Er即soyet愿al.(磚1993)紹rantw去oseri絲esof遭tests火tostu捏dythe撞behav調(diào)iorof混stren利gthene跳dand箭repair穩(wěn)edcon幣crete勸jacket說edcol些umns.解Thef鉛irsts子eries桌compar伏esthe菠behav御iorof嘗jacke喂tedco凳lumns鐘witha晴monol勞ithic項(xiàng)refere鳳ncesp唉ecimen沸under著monot拴onica刃xiall劈oading格.All倦thec薪oncret傾efor魄themo古nolith萌icspe搭cimen鵲wasca國(guó)stwit屠hthe聾basec姻olumn羅andre齒trofit閥reinf愚orceme危ntin狠place,列topr鼠ovide疼aspec農(nóng)imenw遭ithpe弟rfect屑intera攔ction珠andbo臉ndbet椅weent盲hebas傍ecolu噸mnand辟retro我fitma稻terial惱.Hoo臨prein茂forcem級(jí)entis蹤used易inthe項(xiàng)base頁co爐lumna帥ndret濱rofit款reinfo值rcemen若t諷.The列jacke伶tsare佛appli跨edund富ertwo荷condi狹tions:叨afte估rthe卵compre益ssion執(zhí)loadin識(shí)gwas怎applie延dand葛remove標(biāo)d,as亞wella潛swhil塌ethe擊axial納loadi摟sstil券lappl繩ied.蝦Itis裁determ妹inedt侍hatco鮮lumns曉jacket壇edaft騙erunl帥oading愈perfo雕rmedw無ell,r詠eachin斧g80t僚o90p備ercent派ofth離estre衡ngtho昂fthe絲monoli歌thicr嫁eferen曾cespe薦cimen.曾Repa嶺irjac闊ketsa交pplied龜while木thec否olumn泛issti束llund坊erloa逃ddid濱notpe俯rform煌aswel嗚land大onlyr盯eached拒50pe劑rcent驟ofthe芽axial沙load牲c(diǎn)arrie噴dbyt互hemon析olithi林cspec久imen.著Thes耀econd襲series況ofte擇stsst覆udyth就eeffe緣ctiven抄essof仙concr宋eteja汪ckets潮withc聽olumns益teste暖dunde得rcomb弦ineda督xiall器oadan繁dbend兇ing.邊Bothr債epair關(guān)andst伏rength政enedj涌ackets批behav幣eadeq肝uately駱under紛monot巡onica濃ndrev錦ersed叢cyclic芬loadi拉ng.筑Mrepr墾esents蟻monol獨(dú)ithica妙llyca雜stspe贊cimens傾.La撲ndUr唇eprese尊ntspe原cimens欲retro晨fitted鵲under鼠load爪oraft窯erunl兆o(hù)ading粒,resp駁ective化ly.S獵andR葵repre割sents粒trengt托hening凍orre邀pairr旋etrofi探ts,re烤specti靈vely.詠From結(jié)there鐮sults烤itis贊obviou置sthat與thes課trengt霧hened臟specim敞enspe剖rform不adequa懂telya綱ndcar冊(cè)ryaxi頁alloa欲dscom艙parabl虛etot姻hemon梁olithi供crefe覺rence揚(yáng)specim貼en.余Rodrig俗u(yù)ezan揚(yáng)dPark免(1994肥)cond呆ucted造furthe借rtest青ingon掏recta懸ngular雷colum透nsrep錢aired孟andst扛rength拳enedb瀉yconc語retej睜ackets庫under跡compr膀essive粗axial嘴loadi蜂ngas熔wella各slate角rallo博ading.格Reba懼rhoop秀sare筆provid帳edas尿there論trofit起reinf編orceme陳ntfor邁thec臥oncret處ejack切ets.C照oncret紋ejack銜etsin擋crease衰thes忠trengt鍵hand結(jié)stiffn蓄essof掌thea辰s-buil疫t(unr蛛etrofi抹ttedo裕rbase醫(yī))colu墾mnsby惕upto蹤three性times袋.It蓮isals齊oshow析nthat月damag孔ebefo思rethe前retro額fitha炕snos貸ignifi獎(jiǎng)canti見nfluen夠ceon認(rèn)thepe筋rforma發(fā)nceof峽thej鍛ackete蘆dcolu充mns.忌Overal抬l,con春crete櫻jacket改swith忠rebar展reinf匆orceme傍ntsig躍nifica座ntlyi攤mprove匠stiff騎ness,豪streng耳th,an憤dduct鼻ility綁oftyp逗icalr玉einfor禁cedco興ncrete蒼colum湯ns,bu艇tcons伍tructi辮onis演veryl為abor-i利ntensi腫ve.鹽Simila炮rresu揪ltsar包erepo膛rtedb少yBett澆etal奏.(198經(jīng)8)for全simil浸arlyr吧etrofi參ttedc筆olumns雀.Thr看eesqu菊areco耗lumnt燙estsp故ecimen溪sare介constr周ucted,三retro益fitted跨with丙aconc穩(wěn)retej垮acket,緒andt珍hente雙sted.惡Oneo頭fthe頁specim述ensis屬teste食d,rep咸aired,叨andt召henre默tested永.The濃other息two丹specim醬ensar宜estre沙ngthen扔edbef罷orete鄙sting.鳴Spec稈imens馬arete止stedu狼ndera鏈xiala駱ndlat味eral宮形loads昏simult蘭aneous售lyto抽simula映teear蒸thquak蘇eload誤ing.摧Again,手thee飼xperim丈entde拌termin鄰estha河tada苦maged能retrof疤itted癥column具h(yuǎn)asn筋early煤thesa艱mestr家ength平andst擊iffnes吃sasa躬nunda俯maged艙retrof方itted轟column蕉with峽asimi名larco姻ncrete康jacke晉t.造Lehman爬,eta苗l.(20昂01)us壇econc真retej忘ackets休tore辱pairs升everel劉ydama度gedco減lumns.此Thre辜erepa治irmet鑼hodsa貢r(shí)econ柔sidere元dand版implem艦ented刺forth全edama抽gedco耽lumns,篩which睬were惡built織tomod尿ernse羽ismic燙specif欺icatio啦ns.I岡nitial他damag造etot啊hecol捧umnsi給nclude凍scrus遮hingo圓fconc蔥rete,毫buckli剖ngand柔fract仙ureof祝longi卷tudina監(jiān)lrein勿forcem炭ent,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