2010
DOI: 10.1108/17579861011053880
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Improvement fatigue limit of steel containing a small crack‐like surface defect by overload effect

Abstract: PurposeSurface defects reduce fatigue strength and may greatly reduce component reliability, particularly in pressure vessel weld regions, springs, and other applications. The fatigue strength of components, and thus their reliability, can be substantially increased by tensile overloading prior to use. The purpose of this paper is to investigate the effect of tensile overload on small cracks by applying a tensile overload to steel plates containing semicircular slits that simulate small surface cracks and by d… Show more

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Cited by 5 publications
(4 citation statements)
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“…As a result, the fatigue limit was increased 71 percent by tensile overloading. It was pointed out by Mizukami et al (2010) that compressive residual stresses were formed in the vicinity of the surface slit after tensile overloading. Thus, the fatigue limits were increased after tensile overloading.…”
Section: Improvement Of Fatigue Limitmentioning
confidence: 99%
“…As a result, the fatigue limit was increased 71 percent by tensile overloading. It was pointed out by Mizukami et al (2010) that compressive residual stresses were formed in the vicinity of the surface slit after tensile overloading. Thus, the fatigue limits were increased after tensile overloading.…”
Section: Improvement Of Fatigue Limitmentioning
confidence: 99%
“…However, in the range of a ¼ 0.1-0.3 mm, s w of specimens with the 0.9 Mp process (deep-colored bar) has an almost constant value, s w ¼ 520-540 MPa. Mizukami et al (2010) explain that the effect of overload at the crack tip improves as the slit IJSI 4,3 size increases. As a result, the fatigue limit improves considerably.…”
Section: Improvement Of Fatigue Limitmentioning
confidence: 95%
“…The size of the yield zone v r is calculated using equation (4). When a crack propagates in this yield zone v r , a negative stress intensity factor is generated and prevents crack propagation (Mizukami et al, 2010;Houjou and Ando, 2012). The width of the non-propagating crack, indicated by B in Figure 14(b) and (c), is less than v r which is calculated by substituting K ov into equation (4).…”
Section: Observation Of Non-propagation Cracksmentioning
confidence: 99%
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