Non Local Computational Modeling of the Softening Behavior of Early Age Concrete

K.M. Amanat, T. Tanabe (1998). "Non Local Computational Modeling of the Softening Behavior of Early Age Concrete." In Proceedings of FraMCoS 3, Gifu, Japan.

K.M. Amanat, T. Tanabe. "Non Local Computational Modeling of the Softening Behavior of Early Age Concrete." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

K.M. Amanat, T. Tanabe, "Non Local Computational Modeling of the Softening Behavior of Early Age Concrete," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{k-m-amanat1998,
  title     = {Non Local Computational Modeling of the Softening Behavior of Early Age Concrete},
  author    = {K.M. Amanat, T. Tanabe},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - Non Local Computational Modeling of the Softening Behavior of Early Age Concrete
AU  - K.M. Amanat
AU  - T. Tanabe
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Non_Local_Computational_Modeling_of_the_Softening_Behavior_of_Early_Age_Concrete.pdf
AB  - The softening behavior of early age concrete is studied with the aid of a gradient plasticity model where mode-I crack generation of a simple tension specimen is simulated by a smeared cracked zone. this regard a new and simple softening function is proposed which complies with other available softening rules but versatile enough to be applicable for early ages as well as for matured concrete. The use of separate gradient influence functions are demonstrated which increases the scope of gradient plasticity theory. In this context a semi-empirical formula for estimation of fracture energy of concrete is proposed. It has been…
ER  -