Issue 15

K. V

ogel et alii, Fra

ttura ed Integrit

à Strutturale, 15

(2011) 21-28;

DOI: 10.3221/IG

F-ESIS.15.03

Cu the dep

rrently, the s results of t ending on th

tress intensit he complian e applied loa

y coefficient ce method. d will be carr

is calculated In addition t ied out in fu

using anoth o the nume ture.

er numeric a ric calculatio

pproach, the ns the meas

energy relea urement of

se rate, to ve the crack len

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R E

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