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High-order layerwise mechanics and finite element for the damped dynamic characteristics of sandwich composite beams

机译:夹层组合梁阻尼特性的高阶分层力学和有限元

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摘要

A high-order discrete-layer theory and a finite element are presented for predicting the damping of laminated composite sandwich beams. The new layerwise laminate theory involves quadratic and cubic terms for approximation of the in-plane displacement in each discrete layer, while interlaminar shear stress continuity is imposed through the thickness. Integrated damping mechanics are formulated and both laminate and structural stiffness, mass and damping matrices are formed. A finite element method and a beam element are further developed for predicting the free vibration response, including modal frequencies, modal loss factors and through-thickness mode shapes. Numerical results and evaluations of the present model are shown. Modal frequencies and damping of sandwich composite beams are measured and correlated with predicted values. Finally, parametric studies illustrate the effect of core thickness and face lamination on modal damping and frequency values. (C) 2004 Elsevier Ltd. All rights reserved.
机译:提出了一种高阶离散层理论和一个有限元方法来预测叠层复合夹层梁的阻尼。新的分层层压理论涉及二次和三次项,用于近似每个离散层中的面内位移,而层间剪切应力连续性则贯穿整个厚度。制定了综合的阻尼机制,并形成了层压板和结构的刚度,质量和阻尼矩阵。进一步开发了一种有限元方法和一个梁单元来预测自由振动响应,包括模态频率,模态损耗因子和全厚度模态形状。显示了本模型的数值结果和评估。测量夹层复合梁的模态频率和阻尼,并将其与预测值相关。最后,参数研究说明了铁心厚度和端面叠层对模态阻尼和频率值的影响。 (C)2004 Elsevier Ltd.保留所有权利。

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