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arXiv 1602.07594math.APcond-mat.mtrl-sci
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基于变分断裂力学非线性模型的脆性薄梁Griffith-Euler-Bernoulli理论

A Griffith-Euler-Bernoulli theory for thin brittle beams derived from nonlinear models in variational fracture mechanics

Bernd Schmidt

摘要:

本文研究了一个受弹性变形和裂纹影响的平面脆性薄梁,该梁用非线性Griffith能量泛函描述,能量泛函作用于梁的$SBV$变形。特别是,我们考虑的情况下,由于有限弯曲的梁的弹性体的贡献是可比的表面能,这是必要的完全打破梁成几个大件。在展弦比为零的极限下,严格推导出一个有效的Griffith-Euler-Bernoulli泛函,该泛函作用在代表梁中线的分段$W^{2,2}$正则曲线上。该泛函的弹性部分是经典的Euler-Bernoulli泛函的薄梁在弯曲占主导地位的制度方面的曲线的曲率。此外,还出现了与曲线的不连续点数目及其一阶导数成正比的断裂项。

英文摘要:

We study a planar thin brittle beam subject to elastic deformations and cracks described in terms of a nonlinear Griffith energy functional acting on $SBV$ deformations of the beam. In particular we consider the case in which elastic bulk contributions due to finite bending of the beam are comparable to the surface energy which is necessary to completely break the beam into several large pieces. In the limit of vanishing aspect ratio we rigorously derive an effective Griffith-Euler-Bernoulli functional which acts on piecewise $W^{2,2}$ regular curves representing the midline of the beam. The elastic part of this functional is the classical Euler-Bernoulli functional for thin beams in the bending dominated regime in terms of the curve's curvature. In addition there also emerges a fracture term proportional to the number of discontinuities of the curve and its first derivative.

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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