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M odal nudging in nonlinear elasticity: Tailoring the elasticpost-buckling behaviour of engineering structures

机译:非线性弹性中的模态微调:量身定制工程结构的弹性后屈曲特性

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摘要

The buckling and post-buckling behaviour of slender structures is increasingly being harnessed for smart functionalities. Equally, the post-buckling regime of many traditional engineering structures is not being used for design and may therefore harbour latent load-bearing capacity for further structural efficiency. Both applications can benefit from a robust means of modifying and controlling the post-buckling behaviour for a specific purpose. To this end, we introduce a structural design paradigm termed modal nudging, which can be used to tailor the post-buckling response of slender engineering structures without any significant increase in mass. Modal nudging uses deformation modes of stable post-buckled equilibria to perturb the undeformed baseline geometry of the structure imperceptibly, thereby favouring the seeded post-buckling response over potential alternatives. The benefits of this technique are enhanced control over the post-buckling behaviour, such as modal differentiation for smart structures that use snap-buckling for shape adaptation, or alternatively, increased load-carrying capacity, increased compliance or a shift from imperfection sensitivity to imperfection insensitivity. Although these concepts are, in theory, of general applicability, we concentrate here on planar frame structures analysed using the nonlinear finite element method and numerical continuation procedures. Using these computational techniques, we show that planar frame structures may exhibit isolated regions of stable equilibria in otherwise unstable post-buckling regimes, or indeed stable equilibria entirely disconnected from the natural structural response. In both cases, the load-carrying capacity of these isolated stable equilibria is greater than the natural structural response of the frames. Using the concept of modal nudging it is possible to "nudge" the frames onto these equilibrium paths of greater load-carrying capacity. Due to the scale invariance of modal nudging, these findings may impact the design of structures from the micro- to the macro-scale. (C) 2018 The Authors. Published by Elsevier Ltd.
机译:细长结构的屈曲和屈曲后行为正越来越多地用于智能功能。同样,许多传统工程结构的后屈曲状态也未用于设计,因此可能具有潜在的承载能力,以提高结构效率。两种应用都可以受益于针对特定目的修改和控制屈曲后行为的强大方法。为此,我们介绍了一种称为模态钉扎的结构设计范例,可用于调整细长工程结构的屈曲后响应,而不会显着增加质量。模态微动使用稳定的屈曲后平衡态的变形模式来无形地扰动结构的未变形基线几何形状,从而比潜在的替代方案更倾向于种子屈曲后的响应。该技术的优点是增强了对屈曲后行为的控制,例如使用扣紧屈曲进行形状适应的智能结构的模态差异化,或者增加了承载能力,顺应性或从不完美敏感性转变为不完美不敏感。尽管从理论上讲这些概念具有普遍适用性,但我们在此集中讨论使用非线性有限元方法和数值连续程序分析的平面框架结构。使用这些计算技术,我们显示出平面框架结构可能在不稳定的后屈曲状态下表现出稳定平衡的孤立区域,或者实际上是与自然结构响应完全脱节的稳定平衡。在这两种情况下,这些孤立的稳定平衡的承载能力都大于框架的自然结构响应。使用模态微调的概念,可以将框架“微调”到具有更大承载能力的这些平衡路径上。由于模态微动的尺度不变性,这些发现可能会影响从微观到宏观尺度的结构设计。 (C)2018作者。由Elsevier Ltd.发布

著录项

  • 来源
    《Journal of the Mechanics and Physics of Solids》 |2018年第7期|135-149|共15页
  • 作者单位

    Univ Bristol, Dept Aerosp Engn, Bristol Composites Inst ACCIS, Queens Bldg,Univ Walk, Bristol BS8 1TR, Avon, England;

    Univ Bristol, Dept Aerosp Engn, Bristol Composites Inst ACCIS, Queens Bldg,Univ Walk, Bristol BS8 1TR, Avon, England;

    Univ Nottingham, Sch Math Sci, Univ Pk, Nottingham NG7 2RD, England;

    Univ Bristol, Dept Aerosp Engn, Bristol Composites Inst ACCIS, Queens Bldg,Univ Walk, Bristol BS8 1TR, Avon, England;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Modal nudging; Geometric nonlinearities; Post-buckling; Imperfection sensitivity;

    机译:模态微动;几何非线性;屈曲;不完美灵敏度;

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