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- W622257135 abstract "The paper presents the results of recent tests on diagonal shear failure of reinforced concrete beams without stirrups. The results indicate a significant size effect and show a good agreement with Bazant's law for size effect. Scatter of the test results is much lower than that previously found by studying extensive test data from the literature, which have not been obtained on geometrically similar beams. The tests also show that preventing bond slip of the longituudinal bars causes an increase of the brittleness number of the beam. It is concluded that the current design approach, which is intended to provide safety against the diagonal crack initiation load, should be replaced or supplemented by a design approach based on the ultimate load, in which a size effect of the fracture mechanics type, due to release of stored energy must be taken into account." @default.
- W622257135 created "2016-06-24" @default.
- W622257135 date "1991-01-01" @default.
- W622257135 modified "2023-10-01" @default.
- W622257135 title "Size Effect on Diagonal Shear Failure of Beams Without Stirrups" @default.
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- W622257135 doi "https://doi.org/10.14359/3097" @default.
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