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- W2369492719 abstract "Up to now,it is not clearly understood 1) whether the steel bar with high strength(HRB500) affects the direct shear performance of reinforced concrete members,and 2) in which scope of the shear span ratio the direct shear failure is prone to occur.To explore these aspects,eight Z type specimens reinforced with steel bars HRB400 and HRB500 were casted,with the reinforcement ratio varying from 0.48%to 1.10%.The influences of steel bar with high strength on the direct shear performance of reinforced concrete members were studied by comparison.Meanwhile,four corbel type specimens were casted,with their shear span ratios of 0.21,0.43,0.74 and 0.87,respectively.Tests were also conducted to understand the transformation of failure patterns as the shear span ratio increases.It was found that the direct shear bearing capacity of specimens reinforced with HRB500 is 2%—8%higher than those with HRB400.With the increase of shear span ratio,the failure patterns of the specimens switch from direct shear to diagonal compression,and finally to flexure.Direct shear failure is prone to occur when the shear span ratio is less than 0.3 for the cases in this study." @default.
- W2369492719 created "2016-06-24" @default.
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- W2369492719 date "2013-01-01" @default.
- W2369492719 modified "2023-09-26" @default.
- W2369492719 title "Effects of the HRB500 Steel Rebar and Shear Span Ratio on the Direct Shear Performance of Reinforced Concrete Members" @default.
- W2369492719 hasPublicationYear "2013" @default.
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