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Multiaxial fatigue life prediction method based on path‐dependent cycle counting under tension/torsion random loading
Author(s) -
CHEN H.,
SHANG D.G.,
LIU E.T.
Publication year - 2011
Publication title -
fatigue and fracture of engineering materials and structures
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.887
H-Index - 84
eISSN - 1460-2695
pISSN - 8756-758X
DOI - 10.1111/j.1460-2695.2011.01572.x
Subject(s) - torsion (gastropod) , structural engineering , materials science , low cycle fatigue , cycle count , vibration fatigue , tension (geology) , composite material , fatigue testing , mathematics , engineering , ultimate tensile strength , medicine , surgery , operations research
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.