Quasi-Visco-Elasto-Plastic Constitutive Model of Concrete for Fatigue Simulation

H. Ono, M. Konishi, N. Ueda (2019). "Quasi-Visco-Elasto-Plastic Constitutive Model of Concrete for Fatigue Simulation." In Proceedings of FraMCoS 10, Bayonne, France.

H. Ono, M. Konishi, N. Ueda. "Quasi-Visco-Elasto-Plastic Constitutive Model of Concrete for Fatigue Simulation." Paper presented at FraMCoS 10, Bayonne, France, 2019.

H. Ono, M. Konishi, N. Ueda, "Quasi-Visco-Elasto-Plastic Constitutive Model of Concrete for Fatigue Simulation," in Proc. FraMCoS 10, Bayonne, France, 2019.

@inproceedings{h-ono2019,
  title     = {Quasi-Visco-Elasto-Plastic Constitutive Model of Concrete for Fatigue Simulation},
  author    = {H. Ono, M. Konishi, N. Ueda},
  year      = {2019},
  booktitle = {Proceedings of FraMCoS 10},
  address   = {Bayonne, France},
}

TY  - CPAPER
TI  - Quasi-Visco-Elasto-Plastic Constitutive Model of Concrete for Fatigue Simulation
AU  - H. Ono
AU  - M. Konishi
AU  - N. Ueda
PY  - 2019
T2  - Proceedings of FraMCoS 10
CY  - Bayonne, France
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Quasi-Visco-Elasto-Plastic_Constitutive_Model_of_Concrete_for_Fatigue_Simulation.pdf
AB  - A simple constitutive model, quasi-visco-elasto-plastic constitutive model, was proposed considering viscoelasticity and viscoplasticity for fatigue analysis. Applicability to the concrete and RC member was investigated by introducing into three-dimensional Rigid Body Spring Model. As a result, the proposed model could simulate fatigue behaviors of both concrete and RC members although fatigue strengths were underestimated. The effectiveness of the discrete analysis with proposed model was also shown by evaluating of the fatigue failure mechanisms of RC members.
ER  -