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arXiv math/0612519math.AP
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三维弹性薄梁平衡点的收敛性

Convergence of equilibria of three-dimensional thin elastic beams

Maria Giovanna Mora, Stefan Müller

摘要:

当横截面直径h趋于零时,证明了三维弹性薄梁平衡位形的收敛结果。更精确地说,我们证明了非线性弹性泛函E^h的稳定点(其能量(单位截面)以Ch^2为界)收敛于E^h/h^2的伽玛极限的稳定点。这对应于一个非线性的一维模型,用于描述弯曲和扭转效应。这个证明是基于Friesecke、James和Müller对低能变形的刚性估计和奇异几何中的补偿紧性论证。此外,可能的浓度效应的应变控制的一个谨慎的截断参数。

英文摘要:

A convergence result is proved for the equilibrium configurations of a three-dimensional thin elastic beam, as the diameter h of the cross-section goes to zero. More precisely, we show that stationary points of the nonlinear elastic functional E^h, whose energies (per unit cross-section) are bounded by Ch^2, converge to stationary points of the Gamma-limit of E^h/h^2. This corresponds to a nonlinear one-dimensional model for inextensible rods, describing bending and torsion effects. The proof is based on the rigidity estimate for low-energy deformations by Friesecke, James, and Müller and on a compensated compactness argument in a singular geometry. In addition, possible concentration effects of the strain are controlled by a careful truncation argument.

机构、总结、中文摘要均由AI分析而来,可能存在错误,请以论文正文为准。

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