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arXiv 1810.04078cond-mat.soft
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均匀外压和均匀曲率作用下完整球壳的非线性屈曲

The nonlinear buckling behavior of a complete spherical shell under uniform external pressure and homogenous natural curvature

Douglas P. Holmes, Jeong-Ho Lee, Harold S. Park, Matteo Pezzulla

摘要:

本文研究了球壳在均匀外压和均匀自然曲率联合作用下的稳定性问题。非机械刺激,例如倾向于改变弹性体的静止曲率的刺激,在大范围的天然和工程系统中普遍存在,并且可能由于热膨胀、pH变化、差异溶胀和差异生长而发生。在这里,我们研究如何存在的一个不断变化的自然曲率和外部压力修改一个完整的球壳的稳定性。我们表明,由于压力和曲率之间的力学类比,正的自然曲率可以严重破坏薄壳的稳定性,而负的自然曲率可以加强壳的屈曲,提供了可能性,设计的壳屈曲在理论极限或以上的压力,即一个敲高因子。这些结果直接从经典的压力下的壳体的稳定性分析,并突出了重要的作用,非机械刺激可以有修改的薄壳中的膜状态的应力。

英文摘要:

In this work, we consider the stability of a spherical shell under combined loading from a uniform external pressure and a homogenous natural curvature. Non-mechanical stimuli, such as one that tends to modify the rest curvature of an elastic body, are prevalent in a wide range of natural and engineered systems, and may occur due to thermal expansion, changes in pH, differential swelling, and differential growth. Here, we investigate how the presence of both an evolving natural curvature and an external pressure modifies the stability of a complete spherical shell. We show that due to a mechanical analogy between pressure and curvature, positive natural curvatures can severely destabilize a thin shell, while negative natural curvatures can strengthen the shell against buckling, providing the possibility to design shells that buckle at or above the theoretical limit for pressure alone, i.e. a knock-up factor. These results extend directly from the classical analysis of the stability of shells under pressure, and highlight the important role that non-mechanical stimuli can have on modifying the the membrane state of stress in a thin shell.

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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