2020
DOI: 10.1108/ijsi-11-2019-0120
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Study on fatigue life of ballastless track fastener springs based on a fatigue test

Abstract: Purpose Fastener technology is one of the key technologies of the ballastless track structure, and the spring strip is the key component to realize the fastener function. Based on the fatigue test of the WJ-7 type fastener of the ballastless track in China, it is concluded that the fatigue damage of an elastic strip is the main reason for the decline of service performance of the fastener. The purpose of this paper is to discuss the fatigue life of the fastener. Design/methodology/approach First, a DH3818 st… Show more

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Cited by 5 publications
(2 citation statements)
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“…Recently, extensive efforts had been conducted to develop the fatigue damage models for HCF reliability estimation, including HCF probability analysis considering the uncertainty (Li et al ., 2021; Wang et al ., 2022), HCF evaluation under variable load (Gao and Yuan, 2020; Nya et al ., 2019; Abdullah et al ., 2019), stress-life fatigue modeling (Zhang et al ., 2022b; Kebir et al ., 2021; Song et al ., 2021a) and so forth. Based on the above models, HCF reliability analysis, sensitivity assessment and probabilistic estimation based on standard test specimens have been abundantly studied (Yang et al ., 2021; Wu et al ., 2020). However, the researches on practical engineering problems with small failure probability and high nonlinearity are still insufficient, i.e.…”
Section: Introductionmentioning
confidence: 99%
“…Recently, extensive efforts had been conducted to develop the fatigue damage models for HCF reliability estimation, including HCF probability analysis considering the uncertainty (Li et al ., 2021; Wang et al ., 2022), HCF evaluation under variable load (Gao and Yuan, 2020; Nya et al ., 2019; Abdullah et al ., 2019), stress-life fatigue modeling (Zhang et al ., 2022b; Kebir et al ., 2021; Song et al ., 2021a) and so forth. Based on the above models, HCF reliability analysis, sensitivity assessment and probabilistic estimation based on standard test specimens have been abundantly studied (Yang et al ., 2021; Wu et al ., 2020). However, the researches on practical engineering problems with small failure probability and high nonlinearity are still insufficient, i.e.…”
Section: Introductionmentioning
confidence: 99%
“…Research on the impact of reinforced steel structures on the detection of concrete railway subgrade distresses using GPR is relatively scarce. The precise extent to which the reinforced steel structures within ballastless track systems affect the GPR detection of railway subgrade distresses remains unclear [23,24].…”
Section: Introductionmentioning
confidence: 99%