Enhanced Microplane Concrete Model

T. Hasegawa (1995). "Enhanced Microplane Concrete Model." In Proceedings of FraMCoS 2, Zurich, Switzerland.

T. Hasegawa. "Enhanced Microplane Concrete Model." Paper presented at FraMCoS 2, Zurich, Switzerland, 1995.

T. Hasegawa, "Enhanced Microplane Concrete Model," in Proc. FraMCoS 2, Zurich, Switzerland, 1995.

@inproceedings{t-hasegawa1995,
  title     = {Enhanced Microplane Concrete Model},
  author    = {T. Hasegawa},
  year      = {1995},
  booktitle = {Proceedings of FraMCoS 2},
  address   = {Zurich, Switzerland},
}

TY  - CPAPER
TI  - Enhanced Microplane Concrete Model
AU  - T. Hasegawa
PY  - 1995
T2  - Proceedings of FraMCoS 2
CY  - Zurich, Switzerland
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Enhanced_Microplane_Concrete_Model.pdf
AB  - The previously developed Microplane Concrete Model is improved to expand its applicability and reconstructed into the Enhanced Microplane Concrete Model as a more general constitutive law. One of the main improvements is to take account of resolved lateral stress (resolved lateral component of the macroscopic stress tensor) in normal compression response on the microplane. Another main improvement is to adapt a transition model from brittle to ductile fracture for shear response on the microplane with increasing resolved normal compression stress (resolved normal compression component of the macroscopic stress tensor). Those improvements bring the model a complicated interaction effect between microplanes…
ER  -