The Effect of Tensile Fracture Energy on the Size Effect for Shear Strength of Reinforced Concrete Beam Members Utilizing High Strength Concrete

M. Fujita, R. Sato, Y. Takaki (2004). "The Effect of Tensile Fracture Energy on the Size Effect for Shear Strength of Reinforced Concrete Beam Members Utilizing High Strength Concrete." In Proceedings of FraMCoS 5, Vail, Colorado, USA.

M. Fujita, R. Sato, Y. Takaki. "The Effect of Tensile Fracture Energy on the Size Effect for Shear Strength of Reinforced Concrete Beam Members Utilizing High Strength Concrete." Paper presented at FraMCoS 5, Vail, Colorado, USA, 2004.

M. Fujita, R. Sato, Y. Takaki, "The Effect of Tensile Fracture Energy on the Size Effect for Shear Strength of Reinforced Concrete Beam Members Utilizing High Strength Concrete," in Proc. FraMCoS 5, Vail, Colorado, USA, 2004.

@inproceedings{m-fujita2004,
  title     = {The Effect of Tensile Fracture Energy on the Size Effect for Shear Strength of Reinforced Concrete Beam Members Utilizing High Strength Concrete},
  author    = {M. Fujita, R. Sato, Y. Takaki},
  year      = {2004},
  booktitle = {Proceedings of FraMCoS 5},
  address   = {Vail, Colorado, USA},
}

TY  - CPAPER
TI  - The Effect of Tensile Fracture Energy on the Size Effect for Shear Strength of Reinforced Concrete Beam Members Utilizing High Strength Concrete
AU  - M. Fujita
AU  - R. Sato
AU  - Y. Takaki
PY  - 2004
T2  - Proceedings of FraMCoS 5
CY  - Vail, Colorado, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/The_Effect_of_Tensile_Fracture_Energy_on_the_Size_Effect_for_Shear_Strength_of_R.pdf
AB  - The authors confirmed the effectiveness of applying fracture mechanics to the size effect in shear strength for RC beams of high strength concrete without shear reinforcements. However, very few studies have been conducted for the fracture mechanics performance of high strength concrete. Therefore 2 Fracture energy tests were performed on concrete with compressive strength in the range 35 N/mm to 145 2 N/mm. Next, a program for estimating a tension softening curve using poly-linear approximation analysis was applied. The analysis method faithfully reproduced the test results, even for high strength concrete. The relationship between fracture energy and compressive strength in…
ER  -