2018
DOI: 10.1111/ffe.12766
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Creep‐fracture resistance parameters determination based on stress and ductility damage models

Abstract: The stress, strain rate, and process zone with respect to the creep‐crack growth in pure modes I and II are analysed by using damage‐evolution equations. The damage models for the fracture of the process zone are represented using a stress‐ and ductility‐based formulation. According to the stress‐based model, 2 expressions are proposed to describe the stress‐sensitive nature of a multiaxial rupture behaviour. Following the ductility model, new multiaxial failure strain conditions are derived. Both damage‐free … Show more

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Cited by 21 publications
(16 citation statements)
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“…Temperature, °С In this study, the model proposed by Shlyannikov and Tumanov for the damage accumulation rate [12,13] was used to assess the creep damage behaviour:…”
Section: Methodsmentioning
confidence: 99%
See 1 more Smart Citation
“…Temperature, °С In this study, the model proposed by Shlyannikov and Tumanov for the damage accumulation rate [12,13] was used to assess the creep damage behaviour:…”
Section: Methodsmentioning
confidence: 99%
“…Knowing only the constants of the Norton law equation and the time to fracture at least at one level of the effective nominal stresses is enough to determine the constants of Eqn. (2) [12,13]. Eqn.…”
Section: Methodsmentioning
confidence: 99%
“…Similarly Eq. (2), Shlyannikov and Tumanov [3] introduced a model for the rate of accumulation of stress-based creep damage as a function of multi-axial stress function…”
Section: Stress Based Modelmentioning
confidence: 99%
“…Refs. [7][8][9][10][11][12][13][14][15][16][17]. As a result of the different specimen designs, the K-solution has to be computed for each specimen design by FE-calculations considering the individual crack paths and the material.…”
Section: Introductionmentioning
confidence: 99%
“…4b is given in Eq. (16). The course of the fit functions Y fit (a) or Y fit y (a) was compared with the values of Y (a) or Y y (a) determined for the straight crack paths using Eq.…”
mentioning
confidence: 99%