Abstract
The ratcheting response of 316 stainless steel samples at the vicinity of notch roots under single- and multi-step loading conditions is evaluated. Multi-step tests were conducted to examine local ratcheting at different low–high–high and high–low–low loading sequences. The stress levels over loading steps and their sequences highly influenced ratcheting magnitude and rate. The change of stress level from low to high promoted ratcheting over proceeding cycles while ratcheting strains dropped in magnitude for opposing sequence where stress level dropped from high to low. Local ratcheting strain values at the vicinity of notch root were found noticeably larger than nominal ratcheting values measured at farer distances from notch edge through use of strain gauges. Ratcheting values in both mediums of local and nominal were promoted as notch diameter increased. To assess progressive ratcheting response and stress relaxation concurrently, the Ahmadzadeh-Varvani (A-V) kinematic hardening rule was coupled with Neuber’s rule enabling to calculate local stress at notch root of steel samples. Local stress/strain values were progressed at notch root over applied asymmetric stress cycles resulting in ratcheting buildup through A-V model. The relaxation of stress values at a given peak-valley strain event was governed through the Neuber’s rule. Experimental ratcheting data were found agreeable with those predicted through the coupled framework.
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Abbreviations
- \(\bar{b}\) :
-
Internal variable of A-V model
- d :
-
Circular notch diameter
- \({\text{d}}\bar{\varepsilon }\) :
-
Total strain increment tensor
- \({\text{d}}\bar{\varepsilon }_{\text{e}}\) :
-
Elastic strain increment tensor
- \({\text{d}}\bar{\varepsilon }_{\text{p}}\) :
-
Plastic strain increment tensor
- \({\text{d}}\bar{\sigma }\) :
-
Stress increment tensor
- \({\text{d}}\bar{s}\) :
-
Deviatoric stress increment tensor
- dp :
-
Increment of equivalent plastic strain
- e :
-
Nominal strain
- \(E\) :
-
Elastic modulus
- \(k, m\) :
-
Material constants
- \(K_{t}\) :
-
Stress concentration factor
- \(k^{\prime}\) :
-
Cyclic strength coefficient
- \(\bar{n}\) :
-
Unit normal vector to yield surface
- \(n^{\prime}\) :
-
Cyclic strain hardening exponent
- p :
-
Accumulated plastic strain
- R :
-
Stress ratio
- S :
-
Nominal stress
- X :
-
Distance from notch root
- α :
-
Axial backstress component
- \(\bar{\alpha }\) :
-
Backstress tensor
- \(\sigma_{\text{L}} , \varepsilon_{\text{L}}\) :
-
Local stress and strain components
- \(\sigma_{y}\) :
-
Yield strength
- \(\sigma_{\text{ult}}\) :
-
Ultimate strength
- \(\gamma_{1} , \gamma_{2} , C, \delta\) :
-
Coefficients of A-V model
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Authors wish to acknowledge the financial support by the Natural Sciences and Engineering Research Council (NSERC) of Canada.
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Shekarian, A., Varvani-Farahani, A. Ratcheting behavior of notched stainless steel samples subjected to asymmetric loading cycles. J. Iron Steel Res. Int. 28, 86–97 (2021). https://doi.org/10.1007/s42243-020-00465-2
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DOI: https://doi.org/10.1007/s42243-020-00465-2