混凝土梁柱联接部位的加固英文翻译.docx
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混凝土梁柱联接部位的加固英文翻译
本科毕业设计(论文)
英文专题
专业名称:
土木矿建
年级班级:
土木单招06-1班
学生姓名:
XXX
指导教师:
余永强
河南理工大学土木工程学院
二○一○年六月十日
Reinforcementofconcretebeam–columnconnectionswithhybridFRPsheet
AbstractThepaperdescribestheresultsoftestsonprototypesizereinforcedconcreteframespecimenswhichweredesignedtorepresentthecolumn–beamconnectionsinplaneframes.Thetestsweredevisedtoinvestigatetheinfluenceoffibrereinforcedplastic(FRPreinforcementappliedtoexternalsurfacesadjacenttothebeam–columnconnectiononthebehaviourofthetestspecimensunderstaticloading.OfparticularinterestunderstaticloadingwastheinfluenceofFRPreinforcementonthestrengthandstiffnessofbeam–columnconnection.Asakeytothestudy,thehybridFRPcompositesofE-glasswovenroving(WR)andplaincarboncloth,combinedwithchoppedstrandmat(CSM),glassfibertape(GFT)withavinyl-esterresinweredesignedtoexternallyreinforcethejointoftheconcreteframe.TheresultsshowthatretrofittingcriticalsectionsofconcreteframeswithFRPreinforcementcanprovidesignificationstrengtheningandstiffeningtoconcreteframesandimprovetheirbehaviourunderdifferenttypesofloading.TheselectionsoftypesofFRPandthearchitectureofcompositesinordertoimprovethebondingandstrengthoftheretro-fittingwerealsodiscussed.
AuthorKeywords:
Concretestructure;Strengthening;Rehabilitation;HybridFRPcomposite;Wrappingtechnique
1.Introduction
Awidelyadoptedtechniqueforretrofittingconcretestructureistousesteeljacketsplacedaroundexistingconcretecolumns[1and2].Theuseofsteelencasementtoprovidelateralconfinementtotheconcreteincompressionhasbeenstudiedextensively[3and4],andhasshownincreaseinthecompressionloadcarryingcapacityandductilityoftheconcretecolumns.However,theshortcomingsofthistechniquearethatitsuffersfromcorrosionsaswellasinherentdifficultiesduringpracticalapplications.Fibrereinforcedplastic(FRP),ontheotherhand,isincreasinglybeingusedtoreinforceconcrete,masonryandtimberstructures.TheloadcarryingcapacityandserviceabilityofexistingstructurescanbesignificantlyaugmentedthroughexternallyretrofittingcriticalsectionswithFRPsheeting.InrecentyearsFRPmaterialswithwiderangeoffibretypesofglass,aramidorcarbonprovidedesignerswithanadaptableandcost-effectiveconstructionmaterialwithalargerangeofmodulusandstrengthcharacteristics.Comparingwithtraditionalrehabilitationtechniques,theFRPcompositeshavehighspecificstrength/stiffness,flexibilityindesignandreplacementaswellasrobustnessinunfriendlyenvironments.WithFRPcompositesitispossibleandalsonecessarytoachievethebeststrengtheningresultsbyoptimisingtheconstitutematerialsandarchitecture.OptimisationoftheconstitutematerialsandarchitecturebecomesessentialinordertoutilisethesuperiorityofFRPcompositesinapplicationofrehabilitation[5,6,7,8and9].Itwasfoundthatwindingofcarbonfiber/epoxycompositesaroundsquareconcretecolumnscanincreasetheloadcarryingcapacityby8–22%,dependingontheamountoffibresusedandtreatmentsofsubstratesurface[10].Theuseofresininfusiontechniquewasshowntocontributetosubstantialimprovementsincompositewrappingefficiency,andtheuseofwovenglassroving,asthereinforcementincompositeswrapping,wasfoundtosignificantlyincreasebothloadcarryingcapacityanddeformationresistancecapacityoftheconcretestubs[2].Furthermore,throughtheuseofglass/carbonhybridreinforcementswithanepoxyresin,replicationofinitialperformanceofconcretestubssubjectedtodeteriorationwasshownpossible,withasimultaneousfurtherimprovementinloadcarryingcapacity.Intermsoftheeffectsoforientationandthicknessofthecompositeswarps,itwasfoundthatthepredominantuseofreinforcementsinthehoopdirectionwouldresultinhighefficiency[11].Despitethelargenumberofresearchcarriedout,oneshortcomingofmoststudieshasbeenthattheywerelimitedtosimplesmallsizecomponents,suchasconcretecylinders,ratherthanrealstructures.Furthermore,itisessentialtostudytheoptimisationofcompositesarchitecturesintermsofcosteffectivenessincludingmaterialsandprocessingmethods.ThisimpliesthatthereinforcementofinfrastructurewithFRPcompositesshouldutilisetheadvantagesofvariousmaterials,notonlycarbonfiberswithepoxyresin,butalsoglassfiberorhybridofcarbon/glassfibreswithotherpolymerresins.Inthisexperimentalinvestigation,ahybridofcarbon/E-glasswithvinyl-esterresincompositesjacketwasdesignedtoreinforceatypicalbuildingcomponents,namelyacolumn–beamconnection.StatictestswerethenconductedonFRPreinforcedandnon-reinforcedspecimenswithextensiveinstrumentationtostudytheinfluenceofthedesignedcompositereinforcement.
TheinvestigationreportedinthepaperformspartofacollaborativeresearchprogrambetweentheUniversityofTechnology,SydneyandtheCentreforAdvancedMaterialsTechnology,theUniversityofSydneyinrelationtoapplicationofadvancedfibrecompositestostrengthen,stiffenandhencerehabilitateconcretestructures.
2.Experimentalprocedures
Threeprototypesizereinforcedconcreteframespecimens,representingtypicalconcretecolumn–beamconnection,weredesignedforthisstudy.GeometryofthespecimenswithlocationofFRPcompositereinforcementisillustratedinFig.1.Amongthreespecimens,twoofthemareas-isconcretebeam–columnconnectiontype(nonecomposites-reinforced(Non-CR)specimens)andonespecimenwasreinforcedbythehybridofcarbonfiberandglassfibrecompositesaroundthecolumn–beamjoint(composites-reinforced(CR)specimen).Allthreespecimenswerepre-castusingstandardcommercialmixgrade40concrete.ThesteelreinforcementoftheconcretespecimensarealsoshowninFig.1.ConcretecompressiontestsbasedontheAustralianStandard(AS1012–1986)wereconductedonthesamplestakenduringtheconcretepourinordertodeterminethemodulusofelasticityandultimatecompressionstrength(UCS)oftheconcrete.
2.1.Compositesarchitecture
Oneofthethreeconcreteframespecimenswasreinforcedwithhybridcomposites.Thehybridcompositesconsistsoffourbasicarchitectures,namelyE-glasswovenroving(WR/600g/m2),choppedstrandmat(CSM-300g/m2),carboncloth(plainweave-200g/m2)andglassfibretape(GFT-250g/mm2).ThedetailsofthecompositesarchitectureareshowninTable1andFig.2.Detailsoflay-upareillustratedinFig.3.WRandcarbonclothareamulti-directionalreinforcementwithbiaxialplainweavingwhichprovideequivalentstrengthinbothaxialandhoopdirections.Theyplaythebasicreinforcementroleinthiscompositesarchitecture.GFTapplyingathoopdirectionprovidesverygoodconfinementandenhancesstructuralintegrity.Theselectionofresincuringsystemsismainlyconcernedwiththeresingel-timeatambienttemperature,whichiscriticaltowrappingprocess.Ingeneral,coldsettingresinsystems(ambienttemperaturecuring)canbeusedwhenwetlay-upprocessisapplied.Sincenolay-upmachineisavailableforthewrappingprocessdescribedinthisstudy,thehandlay-upmethodwasused.Thevinyl-esterresin,Dastar-R/VERPVE/SW/TP,wasmixedwith1.5%ofMEKP(methyl-ethyl-ketone-peroxide),0.4%ofCoNap(Cobaltnapthenate),and0.5%ofDMA(Dimethylaniline)atambienttemperature.Theresincuresatambienttemperature.Theweightratiobetweenresinandfibrelayerswas1:
1.5forWR/CSMlayersand1:
0.8forcarboncloth,respectively.Theconcreteframewaswrappedbyalames-woolrollerandaconsolidatingroller.Beforelayingthefirstfibrelayer,theconcretesurfaceswerecleanedupusingacetone,andathinresincoatwasappliedtosealmicroholesonthesurfaceofconcretecolumns.However,furthersurfacetreatmentsuchassandingsurfacetoexposetheaggregateswasintentionallyavoided.Eachcompositelayerwaswettedwiththeresinandrolledontotheconcreteframetoensurefullconsolidation.
Table1.Detailsoffivecompositesystemswithacompositearchitectures
2.2.Designofstatictests
Thestatictestsoftheconcreteframespecimensweresetupinahorizontalplane.Thethreesupportsoftheconcreteframe(noloadapplied)wererollertypeasshowninFig.4.Theendatwhichloadwasappliedwasalsoarollertypesupport,however,horizontalmovementswereobviouslynotprevented.Inordertoprovidetheidealrollertypeboundaryconditionsateachendasdesigned,aspecialsetupwasdevelopedwithcombinationofrollersandaswivelheadateachsupporting/loadingpoint(Fig.5).Four1000-kN-hydraulicjackswereusedinthetests.Amongthem,theonlyactivejackwasthejackthatappliedloads,whileothersweresimplyactingasadjustablepackingtoprovidingthereactions.
Fig.4.Illustrativesketchoftestset-upforstatictest.
Fig.5.Set-upforstatictestofconcreteframe.
2.3.Instrumentationanddatalogging
Appliedloadaswellasreactionforcesweremeasuredusingfour998.8kNloadcellslocatedineachoffoursupporting/loadingpositions.Inordertoobtaindetailedflexuraldeflectioncurvesfortheconcreteframespecimens,twelvelinearvariabledisplacementtransducers(LVDTs)witharangefrom±2.5to±50mmwereusedatstrategiclocationstomeasuretheflexuraldeflections.ExtensivestraingaugingwasdesignedtocapturethestressdistributionofthetestingspecimensinordertovalidatetestsandgainaninsightintothebehaviouroftheconcreteframewithorwithoutFRPreinforcement.Thetotalnumberofstraingauges