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首页> 外文期刊>Journal of Sound and Vibration >A finite element model for sandwich viscoelastic beams: Experimental and numerical assessment
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A finite element model for sandwich viscoelastic beams: Experimental and numerical assessment

机译:夹层粘弹性梁的有限元模型:实验和数值评估

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摘要

Among the passive control systems for attenuation of vibrations in structures, those that use viscoelastic materials as a damping core in laminated-plate-like components are focused herein. In the present work an assessment of a time-domain formulation for numerical modelling of viscoelastic materials is made. This formulation, which is called Golla-Hughes method (GHM), is based on a second-order time-domain realization of Laplace-domain motion equations. The GHM parameters used in the characterization of a viscoelastic material are experimentally determined and a sandwich GHM-based finite element model is presented and validated through numerical comparisons with classic formulation results. Finally, a time-domain simulation of an experimentally tested sandwich beam is carried out. (c) 2008 Elsevier Ltd. All rights reserved.
机译:在用于衰减结构中的振动的无源控制系统中,本文重点讨论了使用粘弹性材料作为层压板状部件中的阻尼芯的系统。在本工作中,对用于粘弹性材料数值建模的时域公式进行了评估。此公式称为Golla-Hughes方法(GHM),它基于Laplace域运动方程的二阶时域实现。实验确定了用于粘弹性材料表征的GHM参数,并提出了基于三明治GHM的有限元模型,并通过数值比较与经典配方结果进行了验证。最后,进行了实验测试的夹层梁的时域仿真。 (c)2008 Elsevier Ltd.保留所有权利。

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