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NOTCH EFFECT ON TWO‐LEVEL CUMULATIVE LOW‐CYCLE FATIGUE LIFE UNDER DIFFERENT BIAXIAL LOADING MODE SEQUENCES
Yip M.-C.; Jen Y.-M.
1995
Source PublicationFatigue & Fracture of Engineering Materials & Structures
ISSN14602695 8756758X
Volume18Issue:11Pages:1323-1332
AbstractAbstract Two‐level cumulative low‐cycle fatigue lives of AISI 316 stainless steel notched specimens with different biaxial loading mode sequences were experimentally analyzed in this paper. Forty‐eight cases were conducted in the experimental program by considering the loading level sequence effect, the biaxiality of two levels and the cycle ratios. Results show that interlock effect caused by the characteristic fracture surfaces of the different biaxial states is beneficial to the cumulative fatigue lives. On the other hand, the tensile loading of the second level will accelerate the opening of cracks and decrease fatigue strength. Miner's rule predicts most fatigue lives within 30% error bands, and the loading level sequence effect was not found in this research involving complex fracture modes. Fractography of specimens in the cumulative fatigue tests is reported and discussed in this paper. Copyright © 1995, Wiley Blackwell. All rights reserved
DOI10.1111/j.1460-2695.1995.tb00858.x
URLView the original
Language英語
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Cited Times [WOS]:3   [WOS Record]     [Related Records in WOS]
Document TypeJournal article
CollectionUniversity of Macau
AffiliationNational Tsing Hua University
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GB/T 7714
Yip M.-C.,Jen Y.-M.. NOTCH EFFECT ON TWO‐LEVEL CUMULATIVE LOW‐CYCLE FATIGUE LIFE UNDER DIFFERENT BIAXIAL LOADING MODE SEQUENCES[J]. Fatigue & Fracture of Engineering Materials & Structures,1995,18(11):1323-1332.
APA Yip M.-C.,&Jen Y.-M..(1995).NOTCH EFFECT ON TWO‐LEVEL CUMULATIVE LOW‐CYCLE FATIGUE LIFE UNDER DIFFERENT BIAXIAL LOADING MODE SEQUENCES.Fatigue & Fracture of Engineering Materials & Structures,18(11),1323-1332.
MLA Yip M.-C.,et al."NOTCH EFFECT ON TWO‐LEVEL CUMULATIVE LOW‐CYCLE FATIGUE LIFE UNDER DIFFERENT BIAXIAL LOADING MODE SEQUENCES".Fatigue & Fracture of Engineering Materials & Structures 18.11(1995):1323-1332.
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