Ultra high strength fiber reinforced concrete using aramid fiber

T. Dei, T. Takeyama, Y. Uchida (2010). "Ultra high strength fiber reinforced concrete using aramid fiber." In Proceedings of FraMCoS 7, Jeju, South Korea.

T. Dei, T. Takeyama, Y. Uchida. "Ultra high strength fiber reinforced concrete using aramid fiber." Paper presented at FraMCoS 7, Jeju, South Korea, 2010.

T. Dei, T. Takeyama, Y. Uchida, "Ultra high strength fiber reinforced concrete using aramid fiber," in Proc. FraMCoS 7, Jeju, South Korea, 2010.

@inproceedings{t-dei2010,
  title     = {Ultra high strength fiber reinforced concrete using aramid fiber},
  author    = {T. Dei, T. Takeyama, Y. Uchida},
  year      = {2010},
  booktitle = {Proceedings of FraMCoS 7},
  address   = {Jeju, South Korea},
}

TY  - CPAPER
TI  - Ultra high strength fiber reinforced concrete using aramid fiber
AU  - T. Dei
AU  - T. Takeyama
AU  - Y. Uchida
PY  - 2010
T2  - Proceedings of FraMCoS 7
CY  - Jeju, South Korea
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Ultra_high_strength_fiber_reinforced_concrete_using_aramid_fiber.pdf
AB  - Ultra high strength fiber reinforced concretes were produced using aramid fibers having differ- ent shapes and sizes to investigate their fresh and mechanical properties after hardening, including compres- sive strength, as well as post-cracking strength from notched beams. These tests revealed that a small fiber di- ameter leads to low fluidity while fresh, inhibiting inclusion of fibers in an appreciable amount, while a short fiber length allows inclusion of a substantial amount of fibers, leading to excellent mechanical properties after hardening. Bundled fibers were found to be effective in improving the softening properties of concrete.
ER  -