土木工程毕业设计外文文献翻译.docx
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土木工程毕业设计外文文献翻译.docx
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土木工程毕业设计外文文献翻译
外文文献翻译
ReinforcedConcrete
(来自《土木工程英语》)
Concreteandreinforcedconcreteareusedasbuildingmaterialsineverycountry.Inmany,includingtheUnitedStatesandCanada,reinforcedconcreteisadominantstructuralmaterialinengineered
construction.Theuniversalnatureofreinforcedconcreteconstructionstemsfromthewideavailabilityofreinforcingbarsandtheconstituents
ofconcrete,gravel,sand,andcement,therelativelysimpleskillsrequired
inconcreteconstruction,andtheeconomyofreinforcedconcrete
compared
tootherformsofconstruction.Concreteandreinforced
concrete
areusedinbridges,buildingsofallsortsunderground
structures,
watertanks,televisiontowers,offshoreoilexplorationand
productionstructures,dams,andeveninships.
Reinforcedconcretestructuresmaybecast-in-placeconcrete,
constructedintheirfinallocation,ortheymaybeprecastconcrete
produced
inafactoryanderectedattheconstructionsite.Concrete
structures
maybesevereandfunctionalindesign,ortheshapeand
layoutandbewhimsicalandartistic.Fewotherbuildingmaterialsoffthearchitectandengineersuchversatilityandscope.
Concreteisstrongincompressionbutweakintension.Asaresult,cracksdevelopwheneverloads,orrestrainedshrinkageoftemperaturechanges,giverisetotensilestressesinexcessofthetensilestrengthoftheconcrete.Inaplainconcretebeam,themomentsabouttheneutralaxisduetoappliedloadsareresistedbyaninternaltension-compressioncoupleinvolvingtensionintheconcrete.Suchabeamfailsverysuddenlyandcompletelywhenthefirstcrackforms.Inareinforcedconcretebeam,steelbarsareembeddedintheconcreteinsuchawaythatthetensionforcesneededformomentequilibriumaftertheconcretecrackscanbedevelopedinthebars.
TheconstructionofareinforcedconcretememberinvoIvesbuilding
afromofmoldintheshapeofthememberbeingbuilt.Theformmustbe
strongenoughtosupportboththeweightandhydrostaticpressureof
thewetconcrete,andanyforcesappliedtoitbyworkers,concretebuggies,wind,andsoon.Thereinforcementisplacedinthisformandheldinplaceduringtheconcretingoperation.Aftertheconcretehas
hardened,theformsareremoved.Astheformsareremoved,propsofshoresareinstalledtosupporttheweightoftheconcreteuntilithasreachedsufficientstrengthtosupporttheloadsbyitself.
Thedesignermustproportionaconcretememberforadequate
strengthtoresisttheloadsandadequatestiffnesstopreventexcessivedeflections.Inbeammustbeproportionedsothatitcanbeconstructed.
Forexample,thereinforcementmustbedetailedsothatitcanbeassembledinthefield,andsincetheconcreteisplacedintheformafterthereinforcementisinplace,theconcretemustbeabletoflowaround,between,andpastthereinforcementtofillallpartsoftheform
completely.
Thechoiceofwhetherastructureshouldbebuiltofconcrete,steel,
masonry,ortimberdependsontheavailabilityofmaterialsandonanumberofvaluedecisions.Thechoiceofstructuralsystemismadeby
thearchitectofengineerearlyinthedesign,basedonthefollowingconsiderations:
1.Economy.Frequently,theforemostconsiderationistheoverallconstofthestructure.Thisis,ofcourse,afunctionofthecostsofthematerialsandthelabornecessarytoerectthem.Frequently,however,the
overallcostisaffectedasmuchormorebytheoverallconstructiontimesincethecontractorandownermustborroworotherwiseallocate
moneytocarryouttheconstructionandwillnotreceiveareturnonthisinvestmentuntilthebuildingisreadyforoccupancy.Inatypicallargeapartmentofcommercialproject,thecostofconstructionfinancingwillbeasignificantfractionofthetotalcost.Asaresult,financialsavingsduetorapidconstructionmaymorethanoffsetincreasedmaterialcosts.Forthisreason,anymeasuresthedesignercantaketostandardizethedesignandformingwillgenerallypayoffinreducedoverallcosts.
InmanycasestheIong-termeconomyofthestructuremaybemoreimportantthanthefirstcost.Asaresult,maintenanceanddurabilityareimportantconsideration.
2.Suitabilityofmaterialforarchitecturalandstructuralfunction.
Areinforcedconcretesystemfrequentlyallowsthedesignertocombinethearchitecturalandstructuralfunctions.Concretehastheadvantagethatitisplacedinaplasticconditionandisgiventhedesiredshapeandtexturebymeansoftheformsandthefinishingtechniques.Thisallowssuchelementsadflatplatesorothertypesofslabstoserveasload-bearingelementswhileprovidingthefinishedfloorand/orceilingsurfaces.Similarly,reinforcedconcretewallscanprovidearchitecturallyattractivesurfacesinadditiontohavingtheabilitytoresistgravity,wind,orseismicloads.Finally,thechoiceofsizeofshapeisgovernedbythedesignerandnotbytheavailabilityofstandardmanufacturedmembers.
3.Fireresistanee.Thestructureinabuildingmustwithstandtheeffectsofafireandremainstandingwhilethebuildingisevacuatedandthefireisextinguished.Aconcretebuildinginherentlyhasa1-to3-hourfireratingwithoutspecialfireproofingorotherdetails.Structuralsteelortimberbuildingsmustbefireproofedtoattainsimilarfireratings.
4.Lowmaintenance.Concretemembersinherentlyrequirelessmaintenancethandostructuralsteelortimbermembers.Thisisparticularlytrueifdense,air-entrainedconcretehasbeenusedforsurfacesexposedtotheatmosphere,andifcarehasbeentakeninthe
designtoprovideadequatedrainageoffandawayfromthestructure.Specialprecautionsmustbetakenforconcreteexposedtosaltssuchasdeicingchemicals.
5.Availabilityofmaterials.Sand,gravel,cement,andconcretemixingfacilitiesareverywidelyavailable,andreinforcingsteelcanbetransportedtomostjobsitesmoreeasilythancanstructuralsteel.Asa
result,reinforcedconcreteisfrequentlyusedinremoteareas.
Ontheotherhand,thereareanumberoffactorsthatmaycauseone
toselectamaterialotherthanreinforcedconcrete.Theseinclude:
1.Lowtensilestrength.Thetensilestrengthconcreteismuchlowerthanitscompressivestrength(about1/10),andhenceconcreteissubjecttocracking.Instructuralusesthisisovercomebyusing
reinforcementtocarrytensileforcesandlimitcrackwidthstowithin
acceptablevalues.Uniesscareistakenindesignandconstruction,however,thesecracksmaybeunsightlyormayallowpenetrationof
water.Whenthisoccurs,waterorchemicalssuchasroaddeicingsaltsmaycausedeteriorationorstainingoftheconcrete.Specialdesign
detailsarerequiredinsuchcases.Inthecaseofwater-retainingstructures,specialdetailsand/ofprestressingarerequiredtoprevent
leakage.
2.Formsandshoring.Theconstructionofacast-in-placestructure
invoIvesthreestepsnotencounteredintheconstructionofsteelortimberstructures.Theseare(a)theconstructionoftheforms,(b)theremovaloftheseforms,and(c)proppingorshoringthenewconcretetosupportitsweightuntilitsstrengthisadequate.EachofthesestepsinvoIveslaborand/ormaterials,whicharenotnecessarywithotherformsofconstruction.
3.Relativelylowstrengthperunitofweightforvolume.Thecompressivestrengthofconcreteisroughly5to10%thatofsteel,while
itsunitdensityisroughly30%thatofsteel.Asaresult,aconcretestructurerequiresalargervolumeandagreaterweightofmaterialthandoesacomparablesteelstructure.Asaresult,long-spanstructuresareoftenbuiltfromsteel.
4.Time-dependentvolumechanges.Bothconcreteandsteel
time,possiblydoubling,dueto
engineeringandarchitectureconcreteforstructuresandrequiresbasicknowledgeof
undergo-approximatelythesameamountofthermalexpansionandcontraction.Becausethereislessmassofsteeltobeheatedorcooled,andbecausesteelisabetterconcrete,asteelstructureisgenerallyaffectedbytemperaturechangestoagreaterextentthanisaconcretestructure.Ontheotherhand,concreteundergoesfryingshrinkage,which,ifrestrained,maycausedeflectionsorcracking.Furthermore,deflectionswilltendtoincreasewithcreepoftheconcreteundersustainedloads.
Inalmosteverybranchofcivilextensiveuseismadeofreinforcedfoundations.Engineersandarchitectsreinforcedconcretedesignthroughouttheirprofessionalcareers.Much
ofthistextisdirectlyconcernedwiththebehaviorandproportioningofcomponentsthatmakeuptypicalreinforcedconcretestructures-beams,columns,andslabs.Oncethebehavioroftheseindividualelementsis
understood,thedesignerwillhavethebackgroundtoanalyzeand
designawiderangeofcomplexstructures,suchasfoundations,
buildings,andbridges,composedoftheseelements.
Sincereinforcedconcreteisanohomogeneousmaterialthatcreeps,
shrinks,andcracks,itsstressescannotbeaccuratelypredictedbythetraditionalequationsderivedinacourseinstrengthofmaterialsfor
homogeneouselasticmaterials.Muchofreinforcedconcretedesignin
thereforeempirical,i.e.,designequationsanddesignmethodsarebasedonexperimentalandtime-provedresultsinsteadofbeingderived
exclusivelyfromtheoreticalformulations.
Athoroughunderstandingofthebehaviorofreinforcedconcrete
willallowthedesignertoconvertanotherwisebrittlematerialintotoughductilestructuralelem
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