Interaction of Plural Cracks in Concrete During Flexural Failure

H. Akita, H. Koide, M. Tomon (1995). "Interaction of Plural Cracks in Concrete During Flexural Failure." In Proceedings of FraMCoS 2, Zurich, Switzerland.

H. Akita, H. Koide, M. Tomon. "Interaction of Plural Cracks in Concrete During Flexural Failure." Paper presented at FraMCoS 2, Zurich, Switzerland, 1995.

H. Akita, H. Koide, M. Tomon, "Interaction of Plural Cracks in Concrete During Flexural Failure," in Proc. FraMCoS 2, Zurich, Switzerland, 1995.

@inproceedings{h-akita1995,
  title     = {Interaction of Plural Cracks in Concrete During Flexural Failure},
  author    = {H. Akita, H. Koide, M. Tomon},
  year      = {1995},
  booktitle = {Proceedings of FraMCoS 2},
  address   = {Zurich, Switzerland},
}

TY  - CPAPER
TI  - Interaction of Plural Cracks in Concrete During Flexural Failure
AU  - H. Akita
AU  - H. Koide
AU  - M. Tomon
PY  - 1995
T2  - Proceedings of FraMCoS 2
CY  - Zurich, Switzerland
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Interaction_of_Plural_Cracks_in_Concrete_During_Flexural_Failure.pdf
AB  - behavior of plural fictitious cracks indicating fracture process zones is simulated on an unnotched plain concrete beam during a flexural process by finite element method (FEM) using a fictitious crack model. experiments, four-point bending tests of displacement-control were carried out on unnotched 100 x 100 x 400 mm plain concrete beams, and the dis- 6 6 placement rates were 0.2 x 10- mis and 0.5 x 10- mis at the loading point. Comparison of the experimental results and the analytical results indicates that each of the observed plural cracks corresponds to a predicted crack, depth of which is larger than…
ER  -