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应变张量选择与非协调薄片状弹性理论。

Strain tensor selection and the elastic theory of incompatible thin sheets.

机构信息

Raymond & Beverly Sackler School of Physics & Astronomy, Tel Aviv University, Tel Aviv 6997801, Israel.

Raymond & Beverly Sackler School of Chemistry, Tel Aviv University, Tel Aviv 6997801, Israel.

出版信息

Phys Rev E. 2017 May;95(5-1):053003. doi: 10.1103/PhysRevE.95.053003. Epub 2017 May 16.

DOI:10.1103/PhysRevE.95.053003
PMID:28618556
Abstract

The existing theory of incompatible elastic sheets uses the deviation of the surface metric from a reference metric to define the strain tensor [Efrati et al., J. Mech. Phys. Solids 57, 762 (2009)JMPSA80022-509610.1016/j.jmps.2008.12.004]. For a class of simple axisymmetric problems we examine an alternative formulation, defining the strain based on deviations of distances (rather than distances squared) from their rest values. While the two formulations converge in the limit of small slopes and in the limit of an incompressible sheet, for other cases they are found not to be equivalent. The alternative formulation offers several features which are absent in the existing theory. (a) In the case of planar deformations of flat incompatible sheets, it yields linear, exactly solvable, equations of equilibrium. (b) When reduced to uniaxial (one-dimensional) deformations, it coincides with the theory of extensible elastica; in particular, for a uniaxially bent sheet it yields an unstrained cylindrical configuration. (c) It gives a simple criterion determining whether an isometric immersion of an incompatible sheet is at mechanical equilibrium with respect to normal forces. For a reference metric of constant positive Gaussian curvature, a spherical cap is found to satisfy this criterion except in an arbitrarily narrow boundary layer.

摘要

现有的不相容弹性片理论使用曲面度量相对于参考度量的偏差来定义应变张量[Efrati 等人,J. Mech. Phys. Solids 57, 762 (2009)JMPSA80022-509610.1016/j.jmps.2008.12.004]。对于一类简单的轴对称问题,我们研究了一种替代的表述方法,该方法基于距离(而不是距离的平方)与其静止值的偏差来定义应变。虽然这两种表述在小斜率的极限和不可压缩片的极限中是一致的,但在其他情况下,它们并不等价。替代表述提供了现有理论中不存在的几个特点。(a) 在平面变形的平面不相容片的情况下,它给出了线性、完全可解的平衡方程。(b) 当它简化为单轴(一维)变形时,它与可伸展弹性体理论一致;特别是,对于单轴弯曲的薄片,它给出了无应变的圆柱形状。(c) 它提供了一个简单的准则来确定不相容薄片的等距浸入相对于法向力是否处于力学平衡状态。对于常正高斯曲率的参考度量,除了在任意狭窄的边界层之外,发现一个球形帽满足这个准则。

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