2010
DOI: 10.1016/j.ijplas.2010.03.009
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Experimental lower bounds on geometrically necessary dislocation density

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Cited by 179 publications
(115 citation statements)
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References 79 publications
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“…wedge indentation (Kysar et al, 2010;Öztop, 2011;Dahlberg et al, 2014). The single slip simple shear problem, described in Section 3 and It is possible to achieve increasingly non-uniform GND density distributions, when decreasing the influence of L, however, decreasing L until a satisfactory micro-structure is achieved clearly does not guarantee the proper size-dependence in the hardening behavior.…”
Section: Back Stress Formulations and Resultsmentioning
confidence: 99%
See 1 more Smart Citation
“…wedge indentation (Kysar et al, 2010;Öztop, 2011;Dahlberg et al, 2014). The single slip simple shear problem, described in Section 3 and It is possible to achieve increasingly non-uniform GND density distributions, when decreasing the influence of L, however, decreasing L until a satisfactory micro-structure is achieved clearly does not guarantee the proper size-dependence in the hardening behavior.…”
Section: Back Stress Formulations and Resultsmentioning
confidence: 99%
“…These measurements show highly nonuniform and discontinuous lattice rotations, which are linked directly to the existence of geometrically necessary dislocations (GNDs), revealing distinct dislocation wall and cell pattern formation. Details on the experimental methods employed bÿ Oztop (2011) can also be found in Kysar et al (2010) and Dahlberg et al (2014), also showing highly localized GND structures.…”
Section: Introductionmentioning
confidence: 99%
“…Arsenlis & Parks (1999) argue that the differences between this approach and the linear programming scheme are likely to be small. Kysar et al (2010), however, show that differences can become significant under conditions of plane strain.…”
Section: (A) Geometrically Necessary Dislocations In Hcp and Fcc Crysmentioning
confidence: 93%
“…This therefore provides an underdetermined problem, with fewer constraints than potential dislocation types for which we want to determine densities. There are many routes discussed in the literature to treat this problem (Britton et al, 2009;Gardner et al, 2010;Kysar et al, 2010;Kysar et al, 2007;Sun et al, 2000) (Arsenlis and Parks, 1999;Field et al, 2010;Hardin et al, 2011;Hardin et al, 2013;Ruggles and Fullwood, 2013) (Demir et al, 2009), with varying degrees of success and merit. We choose to select a solution that physically supports the curvature measured and also minimises the total line energy, accounting for differences between screw and edges using isotropic elastic energies, of the dislocations used (this a L 1 minimisation scheme).…”
Section: Hr-ebsd and Gnd Densitymentioning
confidence: 99%