fib Model Code for Concrete Structures 2010.pdf
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fib Model Code for Concrete Structures 2010.pdf
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fibModelCodeforConcreteStructures20102013fdrationinternationaledubton/InternationalFederationforStructuralConcrete(fib)Postaladdress:
CasePostale88,CH-1015Lausanne,SwitzerlandStreetaddress:
FederalInstituteofTechnologyLausanne-EPFL,SectionGnieCivilTel.:
+41216932747Fax:
+41216936245Email:
fibepfl.chWebsite:
www.fib-international.orgProofreadingandediting:
PaulBeverly,U.K.ThefibModelCodeforConcreteStructures2010waspreparedbySpecialActivityGroup5,NewModelCode:
Walraven(Convener;DelftUniversityofTechnology,TheNetherlands),Bigaj-vanVliet(TechnicalSecretary;TNOBuiltEnvironmentandGeosciences,TheNetherlands),Balzs(BudapestUniv.ofTechnologyandEconomics,Hungary),Cairns(Heriot-WattUniversity,UK),Cervenka(CervenkaConsulting,CzechRepublic),Corres(FHECOR,Spain),Cosenza(UniversitadiNapoliFedericoII,Italy),diPrisco(Univ.ofMilano,Italy),Eligehausen(Germany),Falkner(IngenieurbroDr.FalknerGmbH,Germany),Fardis(Univ.ofPatras,Greece),Foster(Univ.ofNewSouthWales,Australia),Ganz(GanzConsulting,Switzerland),Helland(SkanskaNorgeAS,Norway),Hj(HojConsultingGmbH,Switzerland),Keuser(Univ.derBundeswehrMnchen,Germany),Klein(TingenierieSA,Switzerland),Kollegger(TechnischeUniv.Wien,Austria),Mancini(PolitecnicoTorino,Italy),Marti(ETHZurich,Switzerland),Matthews(BRE,UnitedKingdom),Menegotto(Univ.diRomaLaSapienza,Italy),Mller(KarlsruheInstituteofTechnology,Germany),Randl(CarinthiaUniversityofAppliedSciences,Austria),Rostam(Denmark),Sakai(KagawaUniv.,Japan),Schiessl(SchiesslGehlenSodeikatGmbHMnchen,Germany),Sigrist(TUHamburg-Harburg,Germany),Taerwe(GhentUniv.,Belgium),Ueda(HokkaidoUniv.,Japan),vanderHorst(DelftUniversityofTechnology,TheNetherlands),Yamazaki(NihonUniv.,Japan)Corr.Members&InvitedExperts:
Bentz(Univ.ofToronto,Canada),Breiner(KarlsruheInstituteofTechnology,Germany),Burkart-Anders(KarlsruheInstituteofTechnology,Germany),Chiorino(PolitecnicodiTorino,Italy),Creton(ATS/BNAcier),Curbach(TechnischeUniv.Dresden,Germany),Demont(Belgium),Dehn(MFPALeipzigGmbH,Germany),FernandezRuiz(EPFLausanne,Switzerland),Gehlen(TechnischeUniv.Mnchen,Germany),Glavind(DanishTechnologicalInst.,Denmark),Gylltoft(ChalmersUniv.ofTechnolog,Sweden),Hussler-Combe(TechnischeUniv.Dresden,Germany),Lohaus(LeibnizUniversittHannover,Germany),Matthys(GhentUniv.,Belgium),Mechtcherine(TechnischeUniv.Dresden,Germany),Muttoni(EPFLausanne,Switzerland),Pinto(Univ.diRomaLaSapienza,Italy),Plizzari(Univ.Brescia,Italy),Prota(Univ.ofNapoliFedericoII),Reinhardt(Univ.Stuttgart,Germany),Triantafillou(Univ.ofPatras,Greece),Vandewalle(KatholiekeUniv.Leuven,Belgium),Vrouwenvelder(TNOBuiltEnvironmentandGeosciences,TheNetherlands),Wight(Univ.ofMichigan,USA)CorrectionsandmodificationstothiseditionofthefibModelCodeforConcreteStructures2010willbepublishedinthefibJournalStructuralConcrete,onthefibwebsite(www.fib-international.org/fib-model-code-2010)andontheErnst&Sohnwebsite(www.ernst-und-sohn.de/mc2010).Publishingandsales:
WilhelmErnst&Sohn,VerlagfrArchitekturundtechnischeWissenschaftenGmbH&Co.KG,Rotherstrae21,10245Berlin,GermanyCoverdesign:
SophieBleifu,Berlin,GermanyProductionmanagement:
pp030,Berlin,GermanyTypesetting:
ReemersPublishingServices,Krefeld,GermanyPrintingandBinding:
CPIBooksGmbHEbner&Spiegel,Ulm,GermanyPrintedintheFederalRepublicofGermany.Printedonacid-freepaper.PrintISBN:
978-3-433-03061-5ePDFISBN:
978-3-433-60408-3oBookISBN:
978-3-433-60409-0eMobiISBN:
978-3-433-60421-2ePubISBN:
978-3-433-60420-5LibraryofCongressCardNo.:
appliedforBritishLibraryCataloguing-in-PublicationDataAcataloguerecordforthisbookisavailablefromtheBritishLibrary.BibliographicinformationpublishedbytheDeutscheNationalbibliothekTheDeutscheNationalbibliothekliststhispublicationintheDeutscheNationalbibliografie;detailedbibliographicdataareavailableontheInternetat.Allrightsreserved(includingthoseoftranslationintootherlanguages).Nopartofthisbookmaybereproducedinanyformbyphotoprinting,microfilm,oranyothermeansnortransmittedortranslatedintoamachinelanguagewithoutwrittenpermissionfromthepublishers.Registerednames,trademarks,etc.usedinthisbook,evenwhennotspecificallymarkedassuch,arenottobeconsideredunprotectedbylaw.VTableofContentsContributorsXVIINotationsXXIIIAcronymsXXXIPreface11Scope21.1AimofthefibModelCode201031.2Format31.3Levelsofapproximation31.4StructureofthefibModelCode201042Terminology62.1Definitions72.2References193Basicprinciples203.1General213.1.1Levelsofperformance213.1.2Levels-of-approximationapproach213.2Performance-baseddesignandassessment233.2.1Generalapproach233.2.2Basisforverification233.3Performancerequirementsforserviceability,structuralsafety,servicelifeandreliability253.3.1Performancecriteriaforserviceabilityandstructuralsafety253.3.1.1Serviceabilitylimitstates253.3.1.2Ultimatelimitstates273.3.1.3Robustness283.3.2Servicelife283.3.2.1Specifiedservicelifeandresidualservicelife283.3.2.2Verificationofservicelife293.3.3Reliability303.3.3.1Targetreliabilitylevel303.3.3.2Componentreliabilityandsystemreliability323.4Performancerequirementsforsustainability333.4.1General333.4.2Performancerequirementsforenvironmentalimpact343.4.3Performancerequirementsforimpactonsociety343.5Lifecyclemanagement353.5.1General353.5.2Qualitymanagement353.5.2.1General353.5.2.2Projectqualityplan363.5.2.3Lifecyclefile373.5.3Qualitymanagementindesign383.5.3.1Objectives383.5.3.2Designfile393.5.3.3Briefingphase393.5.3.4Scoutingphase403.5.3.5Basisofdesignphase403.5.3.6Projectspecificationphase42TableofContentsVI3.5.3.7Finaldesignphase433.5.3.8Detaileddesignphase443.5.4Qualitymanagementinconstruction453.5.4.1Objectives453.5.4.2As-builtdocumentation(birthcertificatedocument)453.5.5Qualitymanagementinconservation453.5.5.1Objectives453.5.5.2Servicelifefile463.5.6Qualitymanagementindismantlement463.5.6.1Objectives463.5.6.2Dismantlementdocument474Principlesofstructuraldesign484.1Designsituations494.2Designstrategies494.3Designmethods504.3.1Limitstatedesignprinciples504.3.2Safetyformats504.4Probabilisticsafetyformat514.4.1General514.4.2Basicrulesforprobabilisticapproach524.5Partialfactorformat524.5.1General524.5.1.1Basicvariables524.5.1.2Designcondition534.5.1.3Designvaluesofbasicvariables534.5.1.4Representativevaluesofbasicvariables554.5.2Basicrulesforpartialfactorapproach604.5.2.1General604.5.2.2Ultimatelimitstates614.5.2.3Fatigueverification664.5.2.4Verificationofstructuressubjectedtoimpactandexplosion674.5.2.5Serviceabilitylimitstates674.6Globalresistanceformat694.6.1General694.6.2Basicrulesforglobalresistanceapproach694.6.2.1Representativevariables694.6.2.2Designcondition704.7Deemed-to-satisfyapproach714.7.1General714.7.2Durabilityrelatedexposurecategories714.8Designbyavoidance735Materials745.1Concrete755.1.1Generalandrangeofapplicability755.1.2Classificationbystrength755.1.3Classificationbydensity765.1.4Compressivestrength765.1.5Tensilestrengthandfractureproperties775.1.5.1Tensilestrength775.1.5.2Fractureenergy785.1.6Strengthundermultiaxialstatesofstress795.1.7ModulusofelasticityandPoissonsratio815.1.7.1Rangeofapplication815.1.7.2Modulusofelasticity815.1.7.3Poissonsratio825.1.8Stressstrainrelationsforshorttermloading825.1.8.1Compression825.1.8.2Tension835.1.8.3Multiaxialstatesofstress84TableofContentsVII5.1.8.4Shearfrictionbehaviourincracks865.1.9Timeeffects865.1.9.1Developmentofstrengthwithtime865.1.9.2Strengthundersustainedloads875.1.9.3Developmentofmodulusofelasticitywithtime885.1.9.4Creepandshrinkage885.1.10Temperatureeffects945.1.10.1Rangeofapplication945.1.10.2Maturity945.1.10.3Thermalexpansion945.1.10.4Compressivestrength955.1.10.5Tensilestrengthandfractureproperties955.1.10.6Modulusofelasticity965.1.10.7Creepandshrinkage965.1.10.8Hightemperatures985.1.10.9Lowtemperatures(cryogenictemperatures)985.1.11Propertiesrelatedtonon-staticloading985.1.11.1Fatigue985.1.11.2Stressandstrainrateeffectsimpact1005.1.12Transportofliquidsandgasesinhardenedconcrete1015.1.12.1Permeation1025.1.12.2Diffusion1035.1.12.3Capillarysuction1055.1.13Propertiesrelatedtodurability1065.1.13.1General1065.1.13.2Carbonationprogress1065.1.13.3Ingressofchlorides1075.1.13.4Freeze-thawandfreeze-thawde-icingagentdegradation1075.1.13.5Alkali-aggregatereaction1085.1.13.6Degradationbyacids1085.1.13.7Leachingprogress1095.2Reinforcingsteel1105.2.1General1105.2.2Qualitycontrol1105.2.3Designation1105.2.4Geometricalproperties1115.2.4.1Size1115.2.4.2Surfacecharacteristics1115.2.5Mechanicalproperties1115.2.5.1Tensileproperties1115.2.5.2Steelgrades1125.2.5.3Stressstraindiagram1125.2.5.4Ductility1135.2.5.5Shearofweldedjointsinweldedfabric1135.2.5.6Fatiguebehaviour1135.2.5.7Behaviourunderextremethermalconditions1145.2.5.8Effectofstrainrate1145.2.6Technologicalproperties1145.2.6.1Bendability1145.2.6.2Weldability1145.2.6.3Coefficientofthermalexpansion1145.2.6.4Provisionsforqualitycontrol1145.2.7Specialtypesofsteels1155.2.8Assumptionsusedfordesign1155.3Prestressingsteel1175.3.1General1175.3.2Qualitycontrol1175.3.3Designation1175.3.4Geometricalproperties1185.3.5Mechanicalproperties1185.3.5.1Tensileproperties118TableofContentsVIII5.3.5.2Stressstraindiagram1185.3.5.3Fatiguebehaviour1195.3.5.4Behaviourunderextremethermalconditions1195.3
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