Shear capacity of reinforced concrete columns strengthened with CFRP sheet

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摘要 Thispaperdiscussestheresultsoftestsontheshearcapacityofreinforcedconcretecolumnsstrengthenedwithcarbonfiberreinforcedplastic(CFRP)sheet.ThesheartransfermechanismofthespecimensreinforcedwithCFRPsheetwasstudied.ThefactorsaffectingtheshearcapacityofreinforcedconcretecolumnsstrengthenedwithCFRPsheetwereanalyzed.Severalsuggestionssuchasthenumberoflayers,widthandtensilestrengthoftheCFRPsheetareproposedforthisnewstrengtheningtechnique.Finally,asimpleandpracticaldesignmethodispresentedinthepaper.Thecalculatedresultsofthesuggestedmethodareshowntobeingoodagreementwiththetestresults.ThesuggesteddesignmethodcanbeusedinevaluatingtheshearcapacityofreinforcedconcretecolumnsstrengthenedwithCFRPsheet.
机构地区 不详
出版日期 2005年08月18日(中国期刊网平台首次上网日期,不代表论文的发表时间)
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