Issue 36

A. Namdar et alii, Frattura ed Integrità Strutturale, 36 (2016) 168-181; DOI: 10.3221/IGF-ESIS.36.17 179 Figure 13 : Maximum von Mises Vs crack length with applied forcing frequency. Figure 14 : Maximum Reaction load Vs crack length with applied forcing frequency. Model Frequency (Hz) Crack length (mm) Displacement (mm) NSC 7.38E-8 0 1.000 7.28E-8 75 1.001 7.02E-8 150 1.003 UHPC 7.57E-8 0 1.000 7.47E-8 75 1.001 7.21E-8 150 1.003 Table 10 : Nonlinear behavior of beams with applied forcing frequency.