Issue 39

M. Krejsa et alii, Frattura ed Integrità Strutturale, 39 (2017) 143-159; DOI: 10.3221/IGF-ESIS.39.15

Figure 5 : Resulting histogram for the resistance R ( a ac ) Gaussian quadrature with numerical integration was used.

for the bridge structure focused to a fatigue crack from the edge , the 15-points

Figure 6 : Calculated probabilities of elemental phenomena, U , D and F , in a bridge structure focused to a fatigue crack from the edge ( N = 0 to 75 years), the 15-points Gaussian quadrature with numerical integration was used.

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