Issue 39

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

Figure 8 : Resulting histogram for the E ( N )

load effects for a bridge structure during the first inspection after N = 109 years of

operation.

Figure 9 : Resulting histogram for the resistance R ( a ac )

for the bridge structure focused to a fatigue crack from the surface ,

the 15-points Gaussian quadrature with numerical integration was used.

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