Fracture energy of UHP FRC under direct tensile loading

A. E. Naaman, K. Wille (2010). "Fracture energy of UHP FRC under direct tensile loading." In Proceedings of FraMCoS 7, Jeju, South Korea.

A. E. Naaman, K. Wille. "Fracture energy of UHP FRC under direct tensile loading." Paper presented at FraMCoS 7, Jeju, South Korea, 2010.

A. E. Naaman, K. Wille, "Fracture energy of UHP FRC under direct tensile loading," in Proc. FraMCoS 7, Jeju, South Korea, 2010.

@inproceedings{a-e-naaman2010,
  title     = {Fracture energy of UHP FRC under direct tensile loading},
  author    = {A. E. Naaman, K. Wille},
  year      = {2010},
  booktitle = {Proceedings of FraMCoS 7},
  address   = {Jeju, South Korea},
}

TY  - CPAPER
TI  - Fracture energy of UHP FRC under direct tensile loading
AU  - A. E. Naaman
AU  - K. Wille
PY  - 2010
T2  - Proceedings of FraMCoS 7
CY  - Jeju, South Korea
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Fracture_energy_of_UHP_FRC_under_direct_tensile_loading.pdf
AB  - A research was conducted to investigate and improve the fracture energy of ultra high perform- ance fiber reinforced concretes (UHP-FRC) using relatively low fiber contents. Seven different UHP-FRCs incorporating different types and amounts of high strength steel fibers were tested in tension, using double- bell shaped tensile prisms. The UHP-FRCs were first optimized to achieve a compressive strength of about 200 MPa, without applying any heat curing treatment or pressure. The high strength steel fibers used were smooth, hooked-ends or twisted. Particular attention was placed to measuring the strain-hardening and soften- ing performance of the composite in order to accurately…
ER  -