Steel Fibre Reinforced Concrete Beams – Size Effect

J.L. Vitek (1998). "Steel Fibre Reinforced Concrete Beams – Size Effect." In Proceedings of FraMCoS 3, Gifu, Japan.

J.L. Vitek. "Steel Fibre Reinforced Concrete Beams – Size Effect." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

J.L. Vitek, "Steel Fibre Reinforced Concrete Beams – Size Effect," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{j-l-vitek1998,
  title     = {Steel Fibre Reinforced Concrete Beams – Size Effect},
  author    = {J.L. Vitek},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - Steel Fibre Reinforced Concrete Beams – Size Effect
AU  - J.L. Vitek
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Steel_Fibre_Reinforced_Concrete_Beams_-_Size_Effect.pdf
AB  - Experimental research of three sizes of large beams made of steel fibre reinforced concrete SFRC has been carried out at the CTU, Prague. The beams were subjected to four point bending. The ultimate load of the beams is proportional to their size, which means that no size effect has been observed at the ultimate load. The descending branch of the load deflection diagram is steeper at large beams than that at small beams. The large beams are more brittle, the descending branch is size dependent. A simple numerical model based on the discrete crack approach has been developed. Experimental and…
ER  -