Multi Equivalent Series Phase Model for Nonlocal Constitutive Relations of Concrete

T. Hasegawa (1998). "Multi Equivalent Series Phase Model for Nonlocal Constitutive Relations of Concrete." In Proceedings of FraMCoS 3, Gifu, Japan.

T. Hasegawa. "Multi Equivalent Series Phase Model for Nonlocal Constitutive Relations of Concrete." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

T. Hasegawa, "Multi Equivalent Series Phase Model for Nonlocal Constitutive Relations of Concrete," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{t-hasegawa1998,
  title     = {Multi Equivalent Series Phase Model for Nonlocal Constitutive Relations of Concrete},
  author    = {T. Hasegawa},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - Multi Equivalent Series Phase Model for Nonlocal Constitutive Relations of Concrete
AU  - T. Hasegawa
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Multi_Equivalent_Series_Phase_Model_for_Nonlocal_Constitutive_Relations_of_Concr.pdf
AB  - Multi Equivalent Series Phase Model is derived as a macroscopic constitutive law to describe the size effects localization in concrete. Fracture localization at the ................ ,. .......... ,.,. ..... ,,.,, modeled using a series phase consisting of fracture and phases. Based on a constant plastic fracture energy law, the stress-strain softening relations of the series phase are converted into those of an series phase taking into account the length of the series phase. As load-carrying mechanism of concrete, a number of equivalent series phases are assumed to be distributed with various orientations the concrete, and strains series phase are kinematically…
ER  -