• Title of article

    EffectofaxialrestraintonmechanicalbehaviorandaveragecrackspacingofreinforcedconcreteflexuralmembersOriginalResearchArticle

  • Author/Authors

    Seong-TaeYi، نويسنده , , Eun-IkYang، نويسنده ,

  • Issue Information
    روزنامه با شماره پیاپی سال 2004
  • Pages
    11
  • From page
    107
  • To page
    117
  • Abstract
    Abstract Thisstudywasperformedtoverifytheeffectofaxialrestraintonthemechanicalbehaviorandaveragecrackspacingofreinforcedconcrete(RC)flexuralmembers.ExperimentsformechanicalbehaviorhavebeenperformedonaxiallyrestrainedandunrestrainedRCbeams.And,theaveragecrackspacinghasalsobeeninvestigatedinotherRCbeamtestsundertheaxiallyrestrainedcondition. Thetestresultsshowthatthecapacityoftheaxiallyrestrainedbeamwashigherthanthatoftheunrestrainedbeam.Forrestrainedflexuralmembers,axialdeformationwasrestrained,deformationcapacitywasdecreased,plasticbehaviorwasdelayed,andpossibilityofcompressivefailurewasincreasedduetotheaxialrestraintforce. Themajorvariablesaffectingtheaveragecrackspacingweresteelstress,axialforce,circumferenceofreinforcingbar,andeffectivetensionareaofconcrete.However,theeffectofconcretecompressivestrengthwasminimal.ApredictionequationutilizingtheidentifiedvariableswasproposedfordeterminingtheaveragecrackspacingoftheaxiallyrestrainedRCflexuralmembers.
  • Journal title
    Nuclear Engineering and Design Eslah
  • Serial Year
    2004
  • Journal title
    Nuclear Engineering and Design Eslah
  • Record number

    894674

    • Link To Document
    https://search.isc.ac/dl/search/defaultta.aspx?DTC=10&DC=894674