Load Carrying Capacity of Beams Using Fivers as Shear Reinforcement

K. Noghabai, T. Olofsson (1998). "Load Carrying Capacity of Beams Using Fivers as Shear Reinforcement." In Proceedings of FraMCoS 3, Gifu, Japan.

K. Noghabai, T. Olofsson. "Load Carrying Capacity of Beams Using Fivers as Shear Reinforcement." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

K. Noghabai, T. Olofsson, "Load Carrying Capacity of Beams Using Fivers as Shear Reinforcement," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{k-noghabai1998,
  title     = {Load Carrying Capacity of Beams Using Fivers as Shear Reinforcement},
  author    = {K. Noghabai, T. Olofsson},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - Load Carrying Capacity of Beams Using Fivers as Shear Reinforcement
AU  - K. Noghabai
AU  - T. Olofsson
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Load_Carrying_Capacity_of_Beams_Using_Fivers_as_Shear_Reinforcement.pdf
AB  - The load bearing capacity of reinforced beams of fibrous high-strength concrete is investigated, experimentally and computationally. Both metal- lic (steel) and non-metallic (polyolefin and carbon) fibres are used, keep- ing the volume fraction to 1 % . A nonlinear truss model is outlined which incorporates most of the pertinent mechanisms in the experiments, includ- ing the rebar-to-concrete bond and crack widths. The law for evolution of stable growth of local cracks in the structure is based on the response of uniaxial tensile tests.
ER  -