1990
DOI: 10.1103/physreva.42.4867
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First-principles calculations of shear moduli for Monte Carlo–simulated Coulomb solids

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Cited by 110 publications
(116 citation statements)
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“…The shear modulus of a Coulomb lattice of positively charged nuclei in a uniform negatively charged background in the NS crust at a baryon number density n b was determined through Monte Carlo simulation (Ogata & Ichimaru 1990;Strohmayer et al 1991;Chugunov & Horowitz 2010) and can be written as…”
Section: Variation Of K Sym − L Relationsmentioning
confidence: 99%
See 1 more Smart Citation
“…The shear modulus of a Coulomb lattice of positively charged nuclei in a uniform negatively charged background in the NS crust at a baryon number density n b was determined through Monte Carlo simulation (Ogata & Ichimaru 1990;Strohmayer et al 1991;Chugunov & Horowitz 2010) and can be written as…”
Section: Variation Of K Sym − L Relationsmentioning
confidence: 99%
“…The maximum and typical size of mountains on NS crusts Haskell et al 2006) and frequencies of torsional crustal oscillations (Piro 2005;Steiner & Watts 2009;Samuelsson & Andersson 2007;Andersson et al 2009) depends on the thickness of the elastically rigid part of the crust and its shear modulus, which depends on the characteristic quantities which define the lattice: the inter-ion spacing a and nuclear charge Z (Gearheart et al 2011). The shear modulus throughout the inner crust (Ogata & Ichimaru 1990;Strohmayer et al 1991;Chugunov & Horowitz 2010) is an important quantity in determining the frequencies at which the crust might undergo global oscillations. Various transport properties within the crust will also depend somewhat on the crustal composition through the densities of the various components, the electron fraction and the lattice spacing.…”
Section: Introductionmentioning
confidence: 99%
“…We have calculated the "effective" shear modulus S of the outer crust, assuming that it is made of a body-centered-cubic lattice polycrystal, using the following expression [46] :…”
Section: Elastic Propertiesmentioning
confidence: 99%
“…(6), we shall see that μ must be identified with S 1212 . Alternatively, we can use the isotropisation procedure proposed by Ogata and Ichimaru [10]. Then we obtain effective shear modulus μ eff = (S 1111 − S 1122 − S 1221 + 4S 1212 )/5.…”
Section: Effective Shear Modulusmentioning
confidence: 99%