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首页> 外文期刊>Composite Structures >The active buckling control of some composite column strips using piezoceramic actuators
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The active buckling control of some composite column strips using piezoceramic actuators

机译:使用压电陶瓷作动器的一些复合柱板的主动屈曲控制

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摘要

The overall flexural buckling control of composite column strips using piezoceramic actuators is examined in this paper. The buckling control is investigated through the use of induced strain actuation associated with the piezoelectric effect and in conjunction with a closed-loop control system. Three column strip specimens have been fabricated from commercially available carbon-epoxy pre-impregnated sheets. The layup configurations are [90_2/0]_s, [±45/0]_s, and [90_2/±45]_s. The length and width of each test specimen is 280 mm and 35 mm respectively. After manufacture of the composite column strips, piezoceramic actuators were surface bonded at their mid-heights on both sides of the column. Due to imperfections in the material, and of a geometrical nature, the composite column strips, with inactivated piezoceramic actuators, will deflect from the onset of loading and reach an ultimate load capability at high deflection levels. As a result of the presence of imperfections, this ultimate load will be less than the critical buckling load of the ideal structure. By applying a controlled voltage to the actuators a reactive moment will be induced at the column centre thereby removing the lateral deflections and enforcing the column to behave in a perfectly straight manner. An exact theoretical buckling analyses is outlined. This is used to evaluate the critical buckling loads of the individual composite test specimens. The test procedure is outlined and load-deflection plots, obtained with and without active control, are presented. The composite column strips with active control are shown to clearly demonstrate an increase in axial compressive load capacity compared to those without control. For the layup configurations considered, increases in load carrying capability are of the order of 19.8%-37.1%.
机译:本文研究了使用压电陶瓷作动器对复合材料柱形条的整体挠曲屈曲控制。通过使用与压电效应相关联的感应应变致动并结合闭环控制系统来研究屈曲控制。用市售的碳-环氧预浸渍片制成了三根柱状试样。上层配置为[90_2 / 0] _s,[±45/0] _s和[90_2 /±45] _s。每个试样的长度和宽度分别为280mm和35mm。在制造复合柱带之后,将压电陶瓷致动器在柱的两侧以其中间高度进行表面粘合。由于材料的缺陷和几何性质的原因,带有钝化压电陶瓷驱动器的复合柱条会从加载开始时发生偏转,并在高偏转水平下达到极限载荷能力。由于存在缺陷,该最终载荷将小于理想结构的临界屈曲载荷。通过向致动器施加受控电压,将在立柱中心感应出一个反作用力矩,从而消除侧向挠度并强制立柱以完全笔直的方式运行。概述了精确的理论屈曲分析。这用于评估各个复合材料试样的临界屈曲载荷。概述了测试程序,并显示了在有和没有主动控制的情况下获得的载荷-挠度图。与没有控制的复合柱相比,具有主动控制的复合柱明显显示出轴向压缩负荷能力的提高。对于所考虑的铺层配置,承载能力的提高约为19.8%-37.1%。

著录项

  • 来源
    《Composite Structures 》 |1995年第4期| p.59-67| 共9页
  • 作者

    S. P. Thompson; J. Loughlan;

  • 作者单位

    Department of Aerospace Technology, College of Aeronautics, Cranfield University, Bedford, UK;

  • 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 工程材料学 ;
  • 关键词

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