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时间:2021-01-31
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1、DesignofreinforcedconcretebridgesP.JacksonGiordandPartnersTheshortestspanreinforcedconcretedecksarebuiltassolidslabs.Thesemaybesupportedonbearingsalthough,duetodurabilityissueswithexpansionjointsandbearings,itisusuallypreferabletocastthemintegralwithin-situabutmentsorplacethemaspartofprec
2、astboxculverts.Asthespanincreases,theoptimumformofconstructionchangestovoidedslaborbeamandslabthenboxgirderbridges.Openspandrelarchesenablerelativelylongspans,morecommonlybuiltinsteelorprestressedconcrete,tobebuiltefficientlyinreinforcedconcrete.Reinforcedconcreteisalsousedfordeckslabsand
3、substructuresforbridgeswithmainelementsofsteelorprestressedconcrete.Thekeydesigncriteriaandchecksrequiredbycodesarethesameregardlessoftheformofconstruction.Theseareforultimatestrengthinflexure,shearandtorsionandforserviceabilityissuesincludingcrackwidthsandservicestresses.Forelementswiths
4、ignificantliveloadratios,reinforcementfatiguemaysometimesalsohavetobechecked.IntroductionMostmodernsmallbridgesareofreinforcedconcreteconstructionandnearlyallmodernbridgescontainsomeelementsofreinforcedconcrete(RC).Inthischapter,thedesignofreinforcedconcretebridgesuperstructuresisconsider
5、edandsomeaspectsofthedesigncriteriaforreinforcedconcrete,whicharealsorelevanttootherreinforcedconcretesubstructuresandreinforcedconcretepartsofbridgeswithsteelorprestressedmainelements,arereviewed.Somespecificaspectswhicharemostoftenrelevanttodeckslabsinbridgeswithprestressedorsteelbeamsw
6、illbeconsideredinthesectiononbeamandslabbridges.Insitureinforcedconcreteconstructionhasthegreatadvantageofsimplicity;formworkisplaced,reinforcementfixedandconcretepouredandthestructureisthencom-plete.Inmodernpractice,precastbridgeelementsareusuallyprestressed.Forsmallerelements,thisisbeca
7、usepretensioningonlonglinebedsisaconvenientmethodofprovidingthesteel.Forlargerstructures,post-tensioningprovidesthemostconvenientwayoffixingmanageablesizedelementstogether.Theresultisthat,withsomeexceptionswhichwillbediscussed,purelyreinforcedconcretebridgesareusual
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