2007
DOI: 10.1007/s00161-006-0039-0
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Dislocation nucleation and work hardening in anti-plane constrained shear

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2007
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Cited by 38 publications
(60 citation statements)
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“…The analogous problem of anti-plane shear at nonzero resistance [15] suggests that the solution of (29) is symmetric, i.e.,…”
Section: Plastic Distortion At Non-zero Resistancementioning
confidence: 96%
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“…The analogous problem of anti-plane shear at nonzero resistance [15] suggests that the solution of (29) is symmetric, i.e.,…”
Section: Plastic Distortion At Non-zero Resistancementioning
confidence: 96%
“…We know that, for the variational problem of this type, there exists a threshold value γ en such that when γ < γ en no dislocations are nucleated and β = 0 [15]. Near the threshold value the dislocation density must be small so that the last term in (12) can be neglected.…”
Section: Dislocation Nucleation At Zero Resistancementioning
confidence: 98%
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“…Assuming zero-dissipation, we employ a minimizing sequence [3] to derive an energetic threshold for dislocation nucleation which reads for the particular cases of pure shear γ en = 4k| sin ϕ|/hbρ s | cos 2ϕ| and uniaxial extension ε en = 4k sin ϕ/hbρ s | sin 2ϕ|. The combined solution depending on angles ϕ and θ (again inversely proportional to h) is presented in [4].…”
Section: Deformation At Zero-dissipationmentioning
confidence: 99%
“…Based on the analysis of a minimizing sequence [2] we obtain the energetic threshold en = 2k hbρ s | sin ϕ| | sin 2ϕ| which being exactly the same of that the single slip and clearly showing the size effect typical to problems of crystal plasticity. We found out that for symmetric double slip system case β l (y) = −β r (y) = β(y) for y ∈ (0, h).…”
Section: Dislocation Nucleation and Evolution At Zero Resistancementioning
confidence: 72%