Constitutive Model for Concrete under Non-Proportional Loading

E. Mizuno, S. Hatanaka (1998). "Constitutive Model for Concrete under Non-Proportional Loading." In Proceedings of FraMCoS 3, Gifu, Japan.

E. Mizuno, S. Hatanaka. "Constitutive Model for Concrete under Non-Proportional Loading." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

E. Mizuno, S. Hatanaka, "Constitutive Model for Concrete under Non-Proportional Loading," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{e-mizuno1998,
  title     = {Constitutive Model for Concrete under Non-Proportional Loading},
  author    = {E. Mizuno, S. Hatanaka},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - Constitutive Model for Concrete under Non-Proportional Loading
AU  - E. Mizuno
AU  - S. Hatanaka
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Constitutive_Model_for_Concrete_under_Non-Proportional_Loading.pdf
AB  - The first objective in the present paper is to propose a constitutive model to represent the softening behavior of concrete under a general stress state. The second objective is to show the efficiency of the model by comparing the model prediction with experimental data under non-proportional loading paths. In the first half of the present paper, the authors' constitutive softening model is developed in detail to predict softening behavior under a general stress state. In the second half of the paper, the outline of the experiment for non-proportional loading is explained, and model predictions are compared with the triaxial compression…
ER  -