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硬球柱在静态和时变取向场中的基元测量密度泛函理论。

Fundamental measure density functional theory for hard spherocylinders in static and time-dependent aligning fields.

机构信息

Institut für Theoretische Physik II: Weiche Materie, Heinrich-Heine-Universität Düsseldorf, Universitätsstraße 1, D-40225 Düsseldorf, Germany.

出版信息

J Phys Condens Matter. 2010 Mar 17;22(10):104112. doi: 10.1088/0953-8984/22/10/104112. Epub 2010 Feb 23.

DOI:10.1088/0953-8984/22/10/104112
PMID:21389446
Abstract

The recently developed fundamental measure density functional theory (Hansen-Goos and Mecke 2009 Phys. Rev. Lett. 102 018302) for an inhomogeneous anisotropic hard body fluid is used as a basic ingredient in treating the Brownian dynamics of hard spherocylinders. After discussing the relevance of a free parameter in the fundamental measure density functional for the isotropic-nematic transition in equilibrium, we discuss the equilibrium phase behaviour of hard spherocylinders in a static external potential which couples only to the orientations. For external potentials favouring rod orientations along the poles of the unit sphere, there is a well-known paranematic-nematic transition which ceases to exist above a threshold of the strength V(0) of the external potential. However, when orientations along the equator are more favoured, in the plane of the potential energy V(0) and density, there is a phase transition from paranematic to nematic for any strength, which becomes second order above a critical threshold of V(0). The full equilibrium phase diagram in the V(0)-density plane is computed for a fixed rod aspect ratio of 5. For the equatorial cases, strength V(0) is then oscillating in time and dynamical density functional theory is used to compute the evolution of the orientational distribution. A subtle resonance for increasing oscillation frequencies is detected if the oscillating V(0) crosses the paranematic-nematic phase transition.

摘要

最近开发的非均匀各向异性硬体流体的基础测量密度泛函理论(Hansen-Goos 和 Mecke,2009 年,物理评论快报 102 018302)被用作处理硬球柱体布朗动力学的基本成分。在讨论基础测量密度泛函中的自由参数对于平衡各向异性-向列相转变的相关性之后,我们讨论了仅与取向耦合的静态外部势中硬球柱体的平衡相行为。对于有利于棒取向沿着单位球极的外部势,存在一个众所周知的准向列-向列转变,当外部势的强度 V(0)超过一个阈值时,它就会停止存在。然而,当取向沿着赤道更有利时,在势能 V(0)和密度的平面上,对于任何强度,都会从准向列到向列发生相变,在临界阈值 V(0)以上,相变变为二阶。对于固定的棒长径比为 5,在 V(0)-密度平面上计算了完整的平衡相图。对于赤道情况,然后时间上的强度 V(0)是振荡的,并且动态密度泛函理论被用来计算取向分布的演化。如果振荡的 V(0)穿过准向列-向列相转变,就会检测到增加的振荡频率的微妙共振。

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