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Electrostatic tuning of the bending stiffness of simple, slender multilayer composite structures

机译:静电调整简单细长的多层复合结构的抗弯刚度

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摘要

Vibration control and suppression in structures plays a central role in the extension of their service life and improvement of their reliability. While in many cases the solution of this problem implies the introduction of external damping devices, it is also conceivable to adaptively modify their vibratory properties, so that the occurrence of severe vibrations due to resonance phenomena can be curbed at its origin. The modification of the shear stress transfer at the interface between the core and the faces of a sandwich beam has been shown to have a remarkable effect on the bending stiffness of the structure. Such modification can be obtained by applying a normal stress between the core and the un-bonded, electrically insulated faces of the sandwich by means of a strong electrical field. An intermediate behavior between fully bonded and un-bonded layers in terms of inter-laminar shear stress can be achieved by temporary electrostatic bonding of the components. The outlined approach to the reduction of transversal vibrations in thin multi-layer beams is promising and can in principle be applied to multi-layer plates.
机译:结构的振动控制和抑制在延长使用寿命和提高可靠性方面起着核心作用。虽然在许多情况下解决此问题意味着需要引入外部阻尼装置,但也可以考虑自适应地更改其阻尼特性,从而可以抑制由共振现象引起的剧烈振动的发生。研究表明,在芯和夹层梁的面之间的界面处,剪切应力传递的改变对结构的抗弯刚度具有显着影响。通过在芯和夹层的未结合的电绝缘面之间施加正应力,可以利用强电场来实现这种修改。在层间剪切应力方面,完全粘结层和非粘结层之间的中间行为可以通过部件的临时静电粘结来实现。减少多层薄梁中横向振动的概述方法很有希望,并且原则上可应用于多层板。

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