@article{BuljakOeschBruno2019,
  author    = {Buljak, Vladimir and Oesch, Tyler and Bruno, Giovanni},
  title     = {Simulating Fiber-Reinforced Concrete Mechanical Performance Using CT-Based Fiber Orientation Data},
  series = {Materials},
  volume    = {12},
  journal   = {Materials},
  number    = {5},
  publisher = {MDPI},
  address   = {Basel},
  issn      = {1996-1944},
  doi       = {10.3390/ma12050717},
  pages     = {16},
  year      = {2019},
  abstract  = {The main hindrance to realistic models of fiber-reinforced concrete (FRC) is the local materials property variation, which does not yet reliably allow simulations at the structural level. The idea presented in this paper makes use of an existing constitutive model, but resolves the problem of localized material variation through X-ray computed tomography (CT)-based pre-processing. First, a three-point bending test of a notched beam is considered, where pre-test fiber orientations are measured using CT. A numerical model is then built with the zone subjected to progressive damage, modeled using an orthotropic damage model. To each of the finite elements within this zone, a local coordinate system is assigned, with its longitudinal direction defined by local fiber orientations. Second, the parameters of the constitutive damage model are determined through inverse analysis using load-displacement data obtained from the test. These parameters are considered to clearly explain the material behavior for any arbitrary external action and fiber orientation, for the same geometrical properties and volumetric ratio of fibers. Third, the effectiveness of the resulting model is demonstrated using a second, control experiment. The results of the control experiment analyzed in this research compare well with the model results. The ultimate strength was predicted with an error of about 6\%, while the work-of-load was predicted within 4\%. It demonstrates the potential of this method for accurately predicting the mechanical performance of FRC components.},
  language  = {en}
}