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Abstract:
A path-dependent cycle counting method is proposed by applying the distance formula between two points on the tension-shear equivalent strain plane for the identified half-cycles first. The Shang-Wang multiaxial fatigue damage model for an identified half-cycle and Miner's linear accumulation damage rule are used to calculate cumulative fatigue damage. Therefore, a multiaxial fatigue life prediction procedure is presented to predict conveniently fatigue life under a given tension and torsion random loading time history. The proposed method is evaluated by experimental data from tests on cylindrical thin-walled tubes specimens of En15R steel subjected to combined tension/torsion random loading, and the prediction results of the proposed method are compared with those of the Wang-Brown method. The results showed that both methods provided satisfactory prediction.
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FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES
ISSN: 8756-758X
Year: 2011
Issue: 10
Volume: 34
Page: 782-791
3 . 7 0 0
JCR@2022
ESI Discipline: MATERIALS SCIENCE;
JCR Journal Grade:2
CAS Journal Grade:3
Cited Count:
WoS CC Cited Count: 16
SCOPUS Cited Count: 19
ESI Highly Cited Papers on the List: 0 Unfold All
WanFang Cited Count:
Chinese Cited Count:
30 Days PV: 5
Affiliated Colleges: