Mechanics and Fatigue in Wheel/Rail Contact 1990
DOI: 10.1016/b978-0-444-88774-0.50024-9
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Shear mode crack growth and rolling contact fatigue

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Cited by 24 publications
(43 citation statements)
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“…Bold et al 5 present a series of tests performed on ‘rail’ steel under sequential mode I and mode II loading. It was shown that, if the tensile stress range was dropped below about one‐half of the shear stress range, the crack growth switched from co‐planar to branch growth.…”
Section: Numerical Modellingmentioning
confidence: 99%
See 1 more Smart Citation
“…Bold et al 5 present a series of tests performed on ‘rail’ steel under sequential mode I and mode II loading. It was shown that, if the tensile stress range was dropped below about one‐half of the shear stress range, the crack growth switched from co‐planar to branch growth.…”
Section: Numerical Modellingmentioning
confidence: 99%
“…Bold et al 5 performed a series of tests in which the tensile and shear loads were applied sequentially. Biaxial cruciform specimens made of ‘rail’ steel were used in these tests.…”
Section: Introductionmentioning
confidence: 99%
“…The most complete research program in investigating mixed mode cracks was published by Tomlinson and Marsavina [20]. They grow real mixed mode cracks under successive loading using method developed by Bold et al [21] and then record thermoelastic data under a reduced sinusoidal load range, e.g. in Fig.…”
Section: Mixed Mode Cracksmentioning
confidence: 99%
“…Bower assumed that fluid can lubricate the crack, allowing mode II displacement to reach the crack tip (Fig. Bower's results were summarized by Bold, Brown and Allen [23]. 19(a)).…”
Section: Fig 2 17 Variations Of Stress Intensity Factors With Normmentioning
confidence: 99%
“…Bold, Brown and Allen [23] provided an experimental evidence for the above-mentioned assumption that shallow-angled cracks in the lubricated crack model or the fluid entrapment crack model grow in the direction of maximum radial shear stress adjacent to the crack tip. Cruciform specimens made of rail steel (Fig.…”
Section: 2 Experimental Studymentioning
confidence: 99%