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- W3146418069 abstract "Experimental investigation of the cyclic behavior of high-strength concrete (HSC) short beams with lower flexural reinforcement ratio is reported. Fifteen cantilever beam specimens were subjected to monotonic loading and various types of cyclic laodings. The main variables included shear span-to-depth ratio, compressive strength of concrete, and loading histories. The compressive strength of concrete varied from 32 MPa to 70 MPa. Test results indicated that the dispalacement ductility factor of HSC is about 5 to 6. The trend of degradation in strength and stiffness, as well as the energy dissipation capacity of beam specimens, became more pronounced as the shear stress level in the plastic hinge region increased." @default.
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- W3146418069 date "1994-02-01" @default.
- W3146418069 modified "2023-09-23" @default.
- W3146418069 title "CYCLIC BEHAVIOR OF HIGH-STRENGTH CONCRETE SHORT BEAMS WITH LOWER AMOUNT OF FLEXURAL REINFORCEMENT" @default.
- W3146418069 hasPublicationYear "1994" @default.
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