Issue 35

S. Tarasovs et alii, Frattura ed Integrità Strutturale, 35 (2016) 271-277; DOI: 10.3221/IGF-ESIS.35.31 276 Figure 8 : Possible failure modes of plain concrete (on the left) and fiber reinforced concrete (on the right). Figure 9 : Simulation of the fiber reinforced concrete specimen failure in 4-point bend test. 0.0E+00 5.0E+03 1.0E+04 1.5E+04 2.0E+04 2.5E+04 3.0E+04 0.0E+00 5.0E-04 1.0E-03 1.5E-03 2.0E-03 COD, mm Load, N Experiment FEM Figure 10 : Load-crack opening displacement diagram of a four point bending test for steel fiber reinforced concrete. Numerical and experimental curves.