A Method to Evaluate Tension Softening Model for Concrete

H. Mihashi, N. Nomura (1995). "A Method to Evaluate Tension Softening Model for Concrete." In Proceedings of FraMCoS 2, Zurich, Switzerland.

H. Mihashi, N. Nomura. "A Method to Evaluate Tension Softening Model for Concrete." Paper presented at FraMCoS 2, Zurich, Switzerland, 1995.

H. Mihashi, N. Nomura, "A Method to Evaluate Tension Softening Model for Concrete," in Proc. FraMCoS 2, Zurich, Switzerland, 1995.

@inproceedings{h-mihashi1995,
  title     = {A Method to Evaluate Tension Softening Model for Concrete},
  author    = {H. Mihashi, N. Nomura},
  year      = {1995},
  booktitle = {Proceedings of FraMCoS 2},
  address   = {Zurich, Switzerland},
}

TY  - CPAPER
TI  - A Method to Evaluate Tension Softening Model for Concrete
AU  - H. Mihashi
AU  - N. Nomura
PY  - 1995
T2  - Proceedings of FraMCoS 2
CY  - Zurich, Switzerland
UR  - https://framcos.org/wp-content/uploads/framcos-papers/A_Method_to_Evaluate_Tension_Softening_Model_for_Concrete.pdf
AB  - A convenient method to determine parameters bi-linear tension softening model by using a standard fracture energy test been studied. With introducing new empirical parameters, brittleness index (BRI) and initial fracture work (g ~), it is indicated that the first and second slope, T 1 and T1, of the bi-liner model can be determined by g~-T 1 relationship and BRI-T1 T1 relationship. In addition, with the fracture energy and a tensile strength all four parameters of bi-linear model is capable of assessing. A verification using the results of three-point bending test wedge splitting test was made.
ER  -