Tensile Failure of Normal Concrete and Steel Fiber Reinforced Concrete at High Strain Rates

C. Albertini, G. Solomos, J. Ulfkjaer, K Labibes (1998). "Tensile Failure of Normal Concrete and Steel Fiber Reinforced Concrete at High Strain Rates." In Proceedings of FraMCoS 3, Gifu, Japan.

C. Albertini, G. Solomos, J. Ulfkjaer, K Labibes. "Tensile Failure of Normal Concrete and Steel Fiber Reinforced Concrete at High Strain Rates." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

C. Albertini, G. Solomos, J. Ulfkjaer, K Labibes, "Tensile Failure of Normal Concrete and Steel Fiber Reinforced Concrete at High Strain Rates," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{c-albertini1998,
  title     = {Tensile Failure of Normal Concrete and Steel Fiber Reinforced Concrete at High Strain Rates},
  author    = {C. Albertini, G. Solomos, J. Ulfkjaer, K Labibes},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - Tensile Failure of Normal Concrete and Steel Fiber Reinforced Concrete at High Strain Rates
AU  - C. Albertini
AU  - G. Solomos
AU  - J. Ulfkjaer
AU  - K Labibes
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Tensile_Failure_of_Normal_Concrete_and_Steel_Fiber_Reinforced_Concrete_at_High_S.pdf
AB  - It is well known that the tensile strength of most materials is dependent on the strain rate, increasing with higher strain rates. During the last two decades new types of cement based materials have been invented with very high strength and very high ductility. The mechanical properties of this kind of materials have hitherto not been investigated at high strain rates. One of the most efficient ways to test concrete at high strain rates is by using the Hopkinson bar bundle where precise measurements can be perfonned at strain rates as high as 1 20 s- . In this work…
ER  -