2014
DOI: 10.1016/j.ijfatigue.2013.11.005
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A comparative assessment of cyclic deformation behaviour in SA333 Gr.6 steel using solid, hollow specimens under axial and shear strain paths

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Cited by 14 publications
(12 citation statements)
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“…It will be wider (broadened peak) for non‐Masing behavior due to the introduction of additional yield levels 114 . The main advantage of this approach is that it does not contain any parameter to be fitted, and the PDF can be calculated directly from an experimentally obtained stress–strain hysteresis loop as follows 109,114 : f()σitalicytgoodbreak=goodbreak−2E2()d2ΔσdΔε2 where E is the modulus of elasticity and the term ()d2ΔσdΔε2 is zero for elastic range but maximum at an intermediate part of the loading curve where the maximum number of elements (assuming the material is composed of several elements as in the case of Masing's model) is activated 114 . The multiplication of the second derivative of the loading or unloading branch of the hysteresis loop at a particular strain amplitude and the constant value of −2 /E2 represents the PDF.…”
Section: Assessment Of Masing/non‐masing Behaviormentioning
confidence: 99%
“…It will be wider (broadened peak) for non‐Masing behavior due to the introduction of additional yield levels 114 . The main advantage of this approach is that it does not contain any parameter to be fitted, and the PDF can be calculated directly from an experimentally obtained stress–strain hysteresis loop as follows 109,114 : f()σitalicytgoodbreak=goodbreak−2E2()d2ΔσdΔε2 where E is the modulus of elasticity and the term ()d2ΔσdΔε2 is zero for elastic range but maximum at an intermediate part of the loading curve where the maximum number of elements (assuming the material is composed of several elements as in the case of Masing's model) is activated 114 . The multiplication of the second derivative of the loading or unloading branch of the hysteresis loop at a particular strain amplitude and the constant value of −2 /E2 represents the PDF.…”
Section: Assessment Of Masing/non‐masing Behaviormentioning
confidence: 99%
“…There is ample evidence in the literature, described in the following text, that the fatigue behavior of hollow or tubular specimens is reduced relative to that of solid, cylindrical specimens. A lower number of cycles to failure of hollow/tubular specimens (relative to solid, cylindrical) in multiple studies on alloys ranging from structural steels [27][28][29] to stainless steel [30,31] to Alloy 800 [30] to an aluminum alloy [32]. There was an exception observed for a stainless steel specimen with a 4 mm thick wall at a lower strain range [31].…”
Section: Taskmentioning
confidence: 99%
“…There was an exception observed for a stainless steel specimen with a 4 mm thick wall at a lower strain range [31]. Further, this fatigue life detriment was observed to increases with decreasing specimen wall thickness [29], attributed to crack growth rates decreasing with increase in wall thickness [29] due to differences in internal plastic strain [31]. To the authors' knowledge, the influence of tubular specimens on the creep-fatigue (CF) behavior and cycles to failure is not reported.…”
Section: Taskmentioning
confidence: 99%
“…The hysteresis behavior of the torsional cycle is comparable to that of the tension–compression cycle [ 1 , 2 , 3 , 4 ]. Furthermore, some materials exhibit non-Masing behavior under torsional cyclic loading [ 5 ]. The investigations reported in references [ 2 , 6 , 7 , 8 ] found that the hysteresis loop of the material under axial load and shear load is different, and the mechanism of crack initiation and propagation is also different.…”
Section: Introductionmentioning
confidence: 99%