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Application of Cork Compounds in Sandwich Structures for Vibration Damping

机译:软木化合物在夹层结构减振中的应用

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The remarkable damping over a broad temperature range and thermal insulation properties of cork make it a suitable material to be applied on integrated and surface damping treatments in sandwich structures, improving its dynamic behavior. Experimental analysis and numerical modeling of sandwich structures with cork compound layers is therefore essential for a better understanding of the cork com pound influence on the dynamic properties of a layered structure. In this article, an evaluation study on the dynamic properties of a set of sandwich plates with cork compound cores inside two aluminium faces is performed. For this purpose, three test samples were assembled following the described configuration, using cork compounds with different properties (density, granulometry and thickness). To numerically simulate these layered plates, a partial layerwise plate finite element (FE), with a multilayer configuration, was developed and integrated in a MATLAB FE code. The constitutive relation of the cork compounds is included in the FE model by using the material complex modulus in a direct frequency analysis procedure. For the different cork compounds hereby considered, the extensional complex modulus was previously identified by using a specific experimental methodology which simulates a semidefinite two degrees of freedom system, where the cork compound test sample represents the complex stiffness. From the complex modulus data, both extensional storage modulus and loss factor of the cork compound were obtained. The experimental evaluation of the dynamic properties of the sandwich plates was performed carrying out an experimental modal analysis on each test specimen, being measured a set of frequency response functions (FRFs). Additionally, the developed layerwise plate element was validated through the comparison between the measured driving point FRFs and the FE method predicted ones.
机译:软木塞在广泛的温度范围内具有出色的阻尼性能,并具有隔热性能,使其成为三明治结构中集成阻尼和表面阻尼处理的合适材料,从而改善了其动态性能。因此,对具有软木复合层的三明治结构进行实验分析和数值建模对于更好地了解软木复合材料对层状结构的动力学特性的影响至关重要。本文对一组在两个铝面内带有软木复合芯的夹芯板的动力特性进行了评估研究。为此,使用具有不同特性(密度,粒度和厚度)的软木化合物,按照描述的配置组装三个测试样品。为了对这些分层板进行数值模拟,开发了具有多层配置的局部分层板有限元(FE),并将其集成到MATLAB FE代码中。通过在直接频率分析程序中使用材料复数模量,软木化合物的本构关系包括在FE模型中。对于此处考虑的不同软木化合物,先前使用特定的实验方法(其模拟半确定的两个自由度系统)确定了拉伸复数模量,其中软木化合物测试样品代表复数刚度。从复数模量数据中,获得了软木化合物的拉伸储能模量和损耗因子。对夹层板的动力学特性进行了实验评估,对每个试样进行了实验模态分析,并对其进行了频率响应函数(FRF)的测量。此外,通过比较测得的驱动点FRF和有限元方法预测的FRF,验证了开发的层状板单元。

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