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1、外文原文：ResearchLettersinMaterialsScienceVolume2008(2008),ArticleID814137,4pagesdoi:10.1155/2008/814137ResearchLetterPropertiesofReinforcedConcreteSteelRebarsExposedtoHighTemperaturesİlkerBekirTopçuandCenkKarakurtDepartmentofCivilEngineering,EskişehirOsmangaziUniversity,
2、26480Eskişehir,TurkeyReceived12February2008;Accepted31March2008AcademicEditor:RajivS.MishraCopyright©2008İlkerBekirTopçuandCenkKarakurt.ThisisanopenaccessarticledistributedundertheCreativeCommonsAttributionLicense,whichpermitsunrestricteduse,distribution,andreproducti
3、oninanymedium,providedtheoriginalworkisproperlycited.AbstractThedeteriorationofthemechanicalpropertiesofyieldstrengthandmodulusofelasticityisconsideredastheprimaryelementaffectingtheperformanceof29steelstructuresunderfire.Inthisstudy,hot-rolledS220andS420reinforcement
4、steelrebarsweresubjectedtohightemperaturestoinvestigatethefireperformanceofthesematerials.Itisaimedtodeterminetheremainingmechanicalpropertiesofsteelrebarsafterelevatedtemperatures.Steelsweresubjectedto20,100,200,300,500,800,and950∘Ctemperaturesfor3hoursandtensiletest
5、swerecarriedout.EffectoftemperatureonmechanicalbehaviorofS220andS420weredetermined.Allmechanicalpropertieswerereducedduetothetemperatureincreaseofthesteelrebars.ItisseenthatmechanicalpropertiesofS420steelwasinfluencedmorethanS220steelatelevatedtemperatures.1.Introduct
6、ionFireremainsoneoftheseriouspotentialriskstomostbuildingsandstructures.Sinceconcreteiswidelyusedinconstruction,researchonfireresistanceofconcretebecomesmoreandmoreimportant.Manyresearchersallovertheworldhavedonesomeresearchesonthissubject.Themechanicalpropertiesofall
7、commonbuildingmaterialsdecreasewithelevationoftemperature.Thebehaviorofareinforcedconcretestructureinfireconditionsisgovernedbythepropertiesoftheconstituentmaterials,concrete,andsteel,athightemperature.Bothconcreteandsteelundergoconsiderablechangeintheirstrength,physi
8、calproperties,andstiffnessbytheeffectsofheating,andsomeofthesechangesarenotrecoverableaftersubsequentcooling[1].29Itisnecess
