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- W2388432829 abstract "Based on the research conducted previously,a parametric study is carried out to make a further reliability assessment of flexural capacity of concrete reinforced with FRP rebars designed by ACI 440.1R-03(called ACI guideline) and ISIS design manual 3(called ISIS guideline).Load effect ratio,Ln/Dn,sectional width,b,height-to-width ratio,h/b,effective height-to-width ratio,d/h,and concrete strength,fc′,etc.,are selected as the influencing factors during the assessment of average reliability index,β.The results have indicated that,with ACI guideline,FRP type and the environmental reduction factor has no significant effect on β in both failure modes.For the failure mode of concrete crushes,as parameters b,h/b,d/h increase,β also increases and tends to be steady.Ln/Dn and fc′ are the dominant influencing factors on the reliability level.For the failure mode of FRP tensile fracture,all influencing factors have slight effect on the reliability indexes.It is unreasonable that the reliability level for the failure mode of CFRP fracture in ISIS guideline is lower than that for the failure mode of concrete crushes.The reliability level in both guidelines is obviously higher than that for reinforced concrete members.The resistance reduction factor,,in ACI guideline and the material strength reduction factor,f,in ISIS guideline should be adjusted correspondingly." @default.
- W2388432829 created "2016-06-24" @default.
- W2388432829 creator A5053270019 @default.
- W2388432829 date "2007-01-01" @default.
- W2388432829 modified "2023-09-28" @default.
- W2388432829 title "A parametric study on the reliability of flexural capacity of concrete reinforced with FRP rebars" @default.
- W2388432829 hasPublicationYear "2007" @default.
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