Fracture properties of high strength steel fiber concrete

J. C. Lee, M. S. Kwak, W. J. Kim (2010). "Fracture properties of high strength steel fiber concrete." In Proceedings of FraMCoS 7, Jeju, South Korea.

J. C. Lee, M. S. Kwak, W. J. Kim. "Fracture properties of high strength steel fiber concrete." Paper presented at FraMCoS 7, Jeju, South Korea, 2010.

J. C. Lee, M. S. Kwak, W. J. Kim, "Fracture properties of high strength steel fiber concrete," in Proc. FraMCoS 7, Jeju, South Korea, 2010.

@inproceedings{j-c-lee2010,
  title     = {Fracture properties of high strength steel fiber concrete},
  author    = {J. C. Lee, M. S. Kwak, W. J. Kim},
  year      = {2010},
  booktitle = {Proceedings of FraMCoS 7},
  address   = {Jeju, South Korea},
}

TY  - CPAPER
TI  - Fracture properties of high strength steel fiber concrete
AU  - J. C. Lee
AU  - M. S. Kwak
AU  - W. J. Kim
PY  - 2010
T2  - Proceedings of FraMCoS 7
CY  - Jeju, South Korea
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Fracture_properties_of_high_strength_steel_fiber_concrete.pdf
AB  - This study presents the fracture properties of steel fiber concrete. The ratio and notch length of steel fiber in concrete beam specimens, with dimensions of 10cm×10cm×40cm, were selected as independent parameters for the identification of the properties. The volume ratio of steel fiber in the concrete specimen was changed from 0% to 0.5%, 0.75% and 1%. The notch length was changed from 0 mm to 15, 30 and 45 mm. By applying three-point bending tests, J-integral (J ), K , G , deflection strength, and fracture energy Ic Ic F were obtained. Sensitivity analysis was performed to identify the behavior…
ER  -