2008
DOI: 10.1107/s0021889808023911
|View full text |Cite
|
Sign up to set email alerts
|

Quantitative estimation of incompatibility stresses and elastic energy stored in ferritic steel

Abstract: Plastic incompatibility second-order stresses were determined for different orientations of a polycrystalline grain, using X-ray diffraction data and results of the self-consistent elasto-plastic model. The stresses in cold rolled ferritic steel were determined both in as-received and under tensile loaded conditions. It has been shown that the Reuss model and the self-consistent model applied to near surface volume provide the best approaches to determine diffraction elastic constants. For the first time, the … Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
4
1

Citation Types

2
78
0

Year Published

2011
2011
2020
2020

Publication Types

Select...
6

Relationship

1
5

Authors

Journals

citations
Cited by 49 publications
(80 citation statements)
references
References 32 publications
(58 reference statements)
2
78
0
Order By: Relevance
“…In the case of a quasiisotropic sample and when the forces perpendicular to the surface are equal to zero, the interplanar spacing measured in the direction of scattering vector ( K in Fig. 1a) is given by the well known relation [3,11,12]:…”
Section: Stress Measurements Using Grazing Incidence Geometrymentioning
confidence: 99%
See 4 more Smart Citations
“…In the case of a quasiisotropic sample and when the forces perpendicular to the surface are equal to zero, the interplanar spacing measured in the direction of scattering vector ( K in Fig. 1a) is given by the well known relation [3,11,12]:…”
Section: Stress Measurements Using Grazing Incidence Geometrymentioning
confidence: 99%
“…(4)) corresponding to a given incidence angle˛(see Eq. (2)), a 0 is the strain free lattice parameter, while F ij (h k l, , ) are the stress factors calculated for different h k l reflections related to different and angles [3]. In this work, the free-surface self-consistent method [3] was used to calculate the F ij (h k l, , ) stress factors from single crystal elastic constants (given in Table 1) and experimentally determined crystallographic textures.…”
Section: Stress Measurements Using Grazing Incidence Geometrymentioning
confidence: 99%
See 3 more Smart Citations