Experimental and Numerical Analyses of FRC Slabs On Grade

A. Meda, B. Belletti, G.A. Plizzari, R. Cerioni (2004). "Experimental and Numerical Analyses of FRC Slabs On Grade." In Proceedings of FraMCoS 5, Vail, Colorado, USA.

A. Meda, B. Belletti, G.A. Plizzari, R. Cerioni. "Experimental and Numerical Analyses of FRC Slabs On Grade." Paper presented at FraMCoS 5, Vail, Colorado, USA, 2004.

A. Meda, B. Belletti, G.A. Plizzari, R. Cerioni, "Experimental and Numerical Analyses of FRC Slabs On Grade," in Proc. FraMCoS 5, Vail, Colorado, USA, 2004.

@inproceedings{a-meda2004,
  title     = {Experimental and Numerical Analyses of FRC Slabs On Grade},
  author    = {A. Meda, B. Belletti, G.A. Plizzari, R. Cerioni},
  year      = {2004},
  booktitle = {Proceedings of FraMCoS 5},
  address   = {Vail, Colorado, USA},
}

TY  - CPAPER
TI  - Experimental and Numerical Analyses of FRC Slabs On Grade
AU  - A. Meda
AU  - B. Belletti
AU  - G.A. Plizzari
AU  - R. Cerioni
PY  - 2004
T2  - Proceedings of FraMCoS 5
CY  - Vail, Colorado, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Experimental_and_Numerical_Analyses_of_FRC_Slabs_On_Grade.pdf
AB  - An experimental and numerical study on the fracture behavior of fiber reinforced concrete slabs on grade for industrial pavements is presented. Four Fiber Reinforced Concrete (FRC) slabs with fibers having different aspect ratios and volume fractions are tested in laboratory. In order to reproduce a Winkler subgrade, the slabs were placed on several steel springs. Numerical simulations have been carried by using a commercial finite element code based on nonlinear fracture mechanics where user subroutines have been implemented. This extension concerns the use of a more realistic law for modeling the stiffness and strength of FRC after cracking of the…
ER  -