A New Model to Forecast the Response of Concrete Structures under Severe Loadings: the mu Damage Model

F. Hamon, J. Mazars (2013). "A New Model to Forecast the Response of Concrete Structures under Severe Loadings: the mu Damage Model." In Proceedings of FraMCoS 8, Toledo, Spain.

F. Hamon, J. Mazars. "A New Model to Forecast the Response of Concrete Structures under Severe Loadings: the mu Damage Model." Paper presented at FraMCoS 8, Toledo, Spain, 2013.

F. Hamon, J. Mazars, "A New Model to Forecast the Response of Concrete Structures under Severe Loadings: the mu Damage Model," in Proc. FraMCoS 8, Toledo, Spain, 2013.

@inproceedings{f-hamon2013,
  title     = {A New Model to Forecast the Response of Concrete Structures under Severe Loadings: the mu Damage Model},
  author    = {F. Hamon, J. Mazars},
  year      = {2013},
  booktitle = {Proceedings of FraMCoS 8},
  address   = {Toledo, Spain},
}

TY  - CPAPER
TI  - A New Model to Forecast the Response of Concrete Structures under Severe Loadings: the mu Damage Model
AU  - F. Hamon
AU  - J. Mazars
PY  - 2013
T2  - Proceedings of FraMCoS 8
CY  - Toledo, Spain
UR  - https://framcos.org/wp-content/uploads/framcos-papers/FraMCoS-8_A_New_Model_to_Forecast_the_Response_of_Concrete_Structures_under_Severe_Loading.pdf
AB  - The estimate of the ultimate capacity of a concrete structure is essential to determine the safety margins. The evolutions of regulations and the desire to build sustainable structures lead engineering to dispose modelling tools simple and efficient. In this spirit we present here a 3D unilateral model (µ model) based on the coupling of elasticity and damage in an isotropic formulation. Based on the damage model from Mazars, the introduction of unilateral behaviour comes from the use of two internal variables. A threshold surface is associated to each of these variables. Their shape was chosen to model the best behaviour…
ER  -