Numerical modeling of prestressed fiber reinforced high performance concrete beams subjected to shear

Minelli, P. Riva (2004). "Numerical modeling of prestressed fiber reinforced high performance concrete beams subjected to shear." In Proceedings of FraMCoS 5, Vail, Colorado, USA.

Minelli, P. Riva. "Numerical modeling of prestressed fiber reinforced high performance concrete beams subjected to shear." Paper presented at FraMCoS 5, Vail, Colorado, USA, 2004.

Minelli, P. Riva, "Numerical modeling of prestressed fiber reinforced high performance concrete beams subjected to shear," in Proc. FraMCoS 5, Vail, Colorado, USA, 2004.

@inproceedings{minelli2004,
  title     = {Numerical modeling of prestressed fiber reinforced high performance concrete beams subjected to shear},
  author    = {Minelli, P. Riva},
  year      = {2004},
  booktitle = {Proceedings of FraMCoS 5},
  address   = {Vail, Colorado, USA},
}

TY  - CPAPER
TI  - Numerical modeling of prestressed fiber reinforced high performance concrete beams subjected to shear
AU  - Minelli
AU  - P. Riva
PY  - 2004
T2  - Proceedings of FraMCoS 5
CY  - Vail, Colorado, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Numerical_modeling_of_prestressed_fiber_reinforced_high_performance_concrete_bea.pdf
AB  - Several experimental tests have demonstrated the effectiveness of steel fibers in substituting the minimum code required shear reinforcement in beams, particularly in precast high performance concrete structures. Despite the large number of experimental results available, only a few numerical studies have been so far published concerning fiber reinforced concrete structures. The behavior of full scale steel fiber reinforced concrete beams is herein analysed using a smeared crack damage model provided by the latest release of ABAQUS (V. 6.3). The numerical model is validated against the experimental results obtained on full scale FRC beams. The numerical results allow to correctly predict…
ER  -