2015
DOI: 10.1016/j.aop.2015.09.004
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Conserved momenta of a ferromagnetic soliton

Abstract: Linear and angular momenta of a soliton in a ferromagnet are commonly derived through the application of Noether's theorem. We show that these quantities exhibit unphysical behavior: they depend on the choice of a gauge potential in the spin Lagrangian and can be made arbitrary. To resolve this problem, we exploit a similarity between the dynamics of a ferromagnetic soliton and that of a charged particle in a magnetic field. For the latter, canonical momentum is also gauge-dependent and thus unphysical; the ph… Show more

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Cited by 43 publications
(62 citation statements)
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References 28 publications
(77 reference statements)
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“…The translational motion of a rigid structure can be described in terms of a position r s (t) = (X(t), Y (t)) where X and Y are collective coordinates describing a soft mode. 43,59,60 The following discussion does not require a specific definition of r s (t). To obtain the Poisson bracket structure from Eq.…”
Section: A Translational Modes Of Rigid Topological Texturesmentioning
confidence: 99%
“…The translational motion of a rigid structure can be described in terms of a position r s (t) = (X(t), Y (t)) where X and Y are collective coordinates describing a soft mode. 43,59,60 The following discussion does not require a specific definition of r s (t). To obtain the Poisson bracket structure from Eq.…”
Section: A Translational Modes Of Rigid Topological Texturesmentioning
confidence: 99%
“…As discussed in detail in Ref. 17, the canonical momentum (18) is a poorly defined quantity for a domain wall. Under a gauge transformation (7),…”
Section: A Domain Wall In One Spatial Dimensionmentioning
confidence: 99%
“…Doing so would eliminate the unphysical energy flux far away from the domain wall. Canonical momentum is [17]…”
Section: A Domain Wall In One Spatial Dimensionmentioning
confidence: 99%
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“…This DW motion is in analogy to the motion of a charged particle in a magnetic field, which exhibits both translational and rotational motion. 16) One can solve Eqs. (3) and (4) for the case of CIDWM with V(q) = 0, H = 0 to obtain…”
Section: Progress In Study Of Current-induced Domain Wall Motionmentioning
confidence: 99%