lecture3混凝土结构设计原理-英文课件PPT文档格式.ppt
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lecture3混凝土结构设计原理-英文课件PPT文档格式.ppt
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Lecture3-FundamentalsJune6,2003CVEN444LectureGoalsConcretePropertiesSteelPropertiesConcreteMixingandProportioningQualityWorkabilityEconomicalInthedesignofconcretemixes,threeprincipalrequirementsforconcreteareofimportance:
@#@ConcreteMixingandProportioningQualityofconcreteismeasuredbyitsstrengthanddurability.Theprincipalfactorsaffectingthestrengthofconcrete,assumingasoundaggregates,W/Cratio,andtheextenttowhichhydrationhasprogressed.Durabilityofconcreteistheabilityoftheconcretetoresistdisintegrationduetofreezingandthawingandchemicalattack.ConcreteMixingandProportioningWorkabilityofconcretemaybedefinedasacompositecharacteristicindicativeoftheeasewithwhichthemassofplasticmaterialmaydepositedinitsfinalplacewithoutsegregationduringplacement,anditsabilitytoconformtofineformingdetail.ConcreteMixingandProportioningEconomicaltakesintoaccounteffectiveuseofmaterials,effectiveoperation,andeaseofhandling.Thecostofproducinggoodqualityconcreteisanimportantconsiderationintheoverallcostoftheconstructionproject.ConcreteMixingandProportioningTheinfluenceofingredientsonpropertiesofconcrete.ConcreteMixingandProportioning3.WorkabilitynWorkabilitymeasuredbyslumptest1.Layer1:
@#@Fill1/3full.25stokes2.Layer2:
@#@Fill2/3full.25stokes3.Layer3:
@#@Fillfull.25stokes4.Liftconeandmeasureslump(typically2-6in.)123412”slumpConcreteMixingandProportioningSlumptest-Themeasurementoftheconsistencyofthemixisdonewiththeslump-conetest.Therecommendconsistencyforvariousclassesofconcretestructures.ConcreteMixingandProportioning4.AdmixturesnApplications:
@#@wImproveworkabilitywAccelerateorretardsettingandhardeningwAidincuringwImprovedurabilityConcreteMixingandProportioning4.AdmixturesnAir-Entrainment:
@#@AddairvoidswithbubbleswHelpwithfreeze/thawcycles,workability,etc.wDecreasesdensity:
@#@reducesstrength,butalsodecreasesW/CnSuperplasticizers:
@#@increaseworkabilitybychemicallyreleasingwaterfromfineaggregates.ConcreteMixingandProportioning5.TypesofCementnTypeI:
@#@GeneralPurposenTypeII:
@#@LowerheatofhydrationthanTypeInTypeIII:
@#@HighEarlyStrengthwHigherheatofhydrationquickerstrength(7daysvs.28daysforTypeI)ConcreteMixingandProportioning5.TypesofCementnTypeIV:
@#@LowHeatofHydrationwGraduallyheatsup,lessdistortion(massivestructures).nTypeV:
@#@SulfateResistingwForfootings,basements,sewers,etc.exposedtosoilswithsulfates.ConcreteMixingandProportioningFailureMechanismofConcreteShrinkageMicrocracksaretheinitialshrinkagecracksduetocarbonationshrinkage,hydrationshrinkage,anddryingshrinkage.ConcreteMixingandProportioningFailureMechanismofConcreteBondMicrocracksareextensionsofshrinkagemicrocracks,asthecompressionstressfieldincreases,theshrinkagemicrocrackswidenbutdonotpropagatesintothematrix.Occurat15-20%ultimatestrengthofconcrete.ConcreteMixingandProportioningFailureMechanismofConcreteMatrixMicrocracks-aremicrocracksthatoccurinthematrix.Thepropagatefrom20%fc.Occurupto30-45%ultimatestrengthofconcrete.Matrixmicrocracksstartbridgeoneanotherat75%.Aggregatemicrocracksoccurjustbeforefailure(90%).ConcreteProperties1.UniaxialStressversusStrainBehaviorinCompressioncEcou0.45fcfcfc12”6”ConcretePropertiesThestandardstrengthtestgenerallyusesacylindricalsample.Itistestedafter28daystotestforstrength,fc.TheconcretewillcontinuetohardenwithtimeandforanormalPortlandcementwillincreasewithtimeasfollows:
@#@ConcretePropertiesnCompressiveStrength,fcwNormallyuse28-daystrengthfordesignstrengthnPoissonsRatio,nwn0.15to0.20wUsuallyusen=0.17cEcou0.45fcfcfcConcretePropertiesnModulusofElasticity,EcwCorrespondstosecantmodulusat0.45fcwACI318-02(Sec.8.5.1):
@#@wherew=unitweight(pcf)90pcfwc155pcfFornormalweightconcrete(wc145pcf)ConcretePropertiesComputeEcforfc=4500psifornormalweight(145pcf)concreteusingbothACIequations:
@#@ConcretePropertiesnConcretestrainatpressivestress,owFortypicalcurvesincompressionwovariesbetween0.0015-0.003wFornormalstrengthconcrete,o0.002Ecou0.45fcfcfcConcretePropertiesnMaximumuseablestrain,uwACICode:
@#@u=0.003wUsedforflexuralandaxialcompressionEcou0.45fcfcfcConcretePropertiesTypicalConcreteStress-StrainCurvesinCompressionConcretePropertiesTypesofcompressionfailureTherearethreemodesoffailure.aUnderaxialcompressionconcretefailsinshear.btheseparationofthespecimenintocolumnarpiecesbywhatisknownassplittingorcolumnarfracture.cCombinationofshearandsplittingfailure.ConcreteProperties2.TensileStrengthnTensilestrength8%to15%offcnModulusofRupture,frwFordeflectioncalculations,use:
@#@nTest:
@#@ACIEq.9-10PfrMmax=P/2*aunreinforcedconcretebeamConcreteProperties2.TensileStrength(cont.)nSplittingTensileStrength,
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