Influence of Steel Fibers on Fracture Energy and Shear Behavior of SCC

AbstractThe fracture behavior and the dilatant crack opening in the shear response of self-consolidating concrete (SCC) with discrete steel fiber reinforcement were investigated. The volume fraction of hooked-end steel fibers in concrete was 0.75%. The fracture behavior of steel fiber reinforced SCC...

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Veröffentlicht in:	Journal of materials in civil engineering 2018-11, Vol.30 (11)
Hauptverfasser:	Gali, Sahith, Sharma, Drishan, Subramaniam, Kolluru V. L
Format:	Artikel
Sprache:	eng
Schlagworte:	Bearing strength Building materials Civil engineering Contact stresses Curvature Digital imaging Failure Fiber reinforced concretes Fiber reinforcement Flexing Fracture toughness Load carrying capacity Reinforcing steels Residual stress Shear Steel fibers Stress transfer Technical Papers
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