A rate dependent eigenerosion plasticity model for concrete

A. Qinami, M. Kaliske (2019). "A rate dependent eigenerosion plasticity model for concrete." In Proceedings of FraMCoS 10, Bayonne, France.

A. Qinami, M. Kaliske. "A rate dependent eigenerosion plasticity model for concrete." Paper presented at FraMCoS 10, Bayonne, France, 2019.

A. Qinami, M. Kaliske, "A rate dependent eigenerosion plasticity model for concrete," in Proc. FraMCoS 10, Bayonne, France, 2019.

@inproceedings{a-qinami2019,
  title     = {A rate dependent eigenerosion plasticity model for concrete},
  author    = {A. Qinami, M. Kaliske},
  year      = {2019},
  booktitle = {Proceedings of FraMCoS 10},
  address   = {Bayonne, France},
}

TY  - CPAPER
TI  - A rate dependent eigenerosion plasticity model for concrete
AU  - A. Qinami
AU  - M. Kaliske
PY  - 2019
T2  - Proceedings of FraMCoS 10
CY  - Bayonne, France
UR  - https://framcos.org/wp-content/uploads/framcos-papers/A_rate_dependent_eigenerosion_plasticity_model_for_concrete.pdf
AB  - In the publication at hand, a rate dependent plasticity model is introduced to describe the constitutive behavior of concrete. The smooth three surface Drucker-Prager yield function with caps is modified to account for the rate effects by use of the viscoplastic consistency model. Moreover, the fracture process is described via the eigenerosion approach in the framework of variational eigenfrac- ture by coupling the failure with the evolution of plasticity. This is carried out by making the fracture surface energy dependent on the internal variable.
ER  -