According to Furuya, gigacycle fatigue properties of materials are strongly affected by the volume of material subjected to stress amplitudes above the 90% of the maximum stress (risk volume at 90%, %). The experimental results obtained by Furuya are analyzed, showing a non uniform distribution of failures in the %. Therefore, a limitation in the range of the stresses considered for the definition of the risk volume must be introduced (i.e, a risk volume at 96%, %). The analysis of dog-bone specimen behavior shows that the stress distribution in the specimen part with constant cross-section is not uniform and, as a consequence, the maximum attainable risk volume value is limited. In order to obtain larger % values, a new specimen shape is designed analytically and verified numerically through a finite element analysis.

PROVINI DI FATICA PER LA VALUTAZIONE DELL’EFFETTO SCALA IN CAMPO GIGACICLICO / Tridello, Andrea; Paolino, Davide Salvatore; Chiandussi, Giorgio; Rossetto, Massimo. - ELETTRONICO. - (2013). (Intervento presentato al convegno 42° Convegno AIAS tenutosi a Salerno nel 11-14 Settembre 2013).

PROVINI DI FATICA PER LA VALUTAZIONE DELL’EFFETTO SCALA IN CAMPO GIGACICLICO

TRIDELLO, ANDREA;PAOLINO, Davide Salvatore;CHIANDUSSI, Giorgio;ROSSETTO, Massimo
2013

Abstract

According to Furuya, gigacycle fatigue properties of materials are strongly affected by the volume of material subjected to stress amplitudes above the 90% of the maximum stress (risk volume at 90%, %). The experimental results obtained by Furuya are analyzed, showing a non uniform distribution of failures in the %. Therefore, a limitation in the range of the stresses considered for the definition of the risk volume must be introduced (i.e, a risk volume at 96%, %). The analysis of dog-bone specimen behavior shows that the stress distribution in the specimen part with constant cross-section is not uniform and, as a consequence, the maximum attainable risk volume value is limited. In order to obtain larger % values, a new specimen shape is designed analytically and verified numerically through a finite element analysis.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11583/2515083
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