| 要旨 |
The Ultra-high strength Fiber Reinforced Concrete (UFC) subjected to pure shear had been investigated for the specimens with / without steel fibers. The shear capacities were dominated by the confinement stress 0MPa, 5MPa, 10MPa and 15MPa and they were plotted close to the Mohr-Coulomb’s failure criterion. The relationship between normal strain to shear strain was classified by existence of fibers rather than confinement stress. The difference of apparent contact angle, assuming equivalent crack opening and equivalent shear slip, for with / without fiber was determined as the fiber bridging effect. |