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任山宏,赵国忠,张顺琦.基于任意四边形单元的约束阻尼板的模态分析
Modal analysis of the plate treated with constrained layer damping based on an arbitrary quadrilateral element[J].计算力学学报,2018,35(2):208~215
基于任意四边形单元的约束阻尼板的模态分析
Modal analysis of the plate treated with constrained layer damping based on an arbitrary quadrilateral element
Modal analysis of the plate treated with constrained layer damping based on an arbitrary quadrilateral element
投稿时间:2017-01-17  修订日期:2017-04-19
DOI:10.7511/jslx20170117002
中文关键词:  约束阻尼板  任意四边形单元  粘弹性  频率相关性  复特征值
英文关键词:plate,CLD  arbitrary quadrilateral element  viscoelastic  frequency dependent characteristic  complex eigenvalue
基金项目:国家重点基础研究发展计划(2015CB057306);国家自然科学基金(11072049,11472073,U1508209);中央高校基本科研业务费专项资助.
作者单位E-mail
任山宏 大连理工大学 工业装备结构分析国家重点实验室 工程力学系, 大连 116024  
赵国忠 大连理工大学 工业装备结构分析国家重点实验室 工程力学系, 大连 116024 zhaogz@dlut.edu.cn 
张顺琦 大连理工大学 工业装备结构分析国家重点实验室 工程力学系, 大连 116024
西北工业大学 机电学院 西安 710072 
 
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中文摘要:
      约束层阻尼技术目前广泛应用于薄壁结构的减振降噪中,关于约束阻尼板的有限元分析基本采用矩形或三角形单元,但用于模拟不规则形状结构时,会带来形状拟合上的困难或精度上的不足。基于离散Kirchhoff理论和Layer-wise层合板理论,利用Hamilton原理推导了约束阻尼板的任意四边形单元,并在此基础上考虑粘弹性材料本构的频率相关性,给出了约束阻尼结构复特征值问题的迭代求解算法。数值算例对不同形状的约束阻尼板结构进行了模态分析,通过与解析解、实验结果及有限元结果的对比,表明了本文单元的有效性和对不规则形状结构的适用性。
英文摘要:
      Constrained layer damping (CLD) treatments are widely used for vibration and noise reduction of thin-walled structures.Despite extensive applications in finite element analysis of plates treated with CLD,the rectangular element and triangle element are challenged by irregular structural forms or low accuracy.In this paper,based on the discrete Kirchhoff and layer-wise laminate theories,an arbitrarily quadrilateral element for the constrained layer-damped plate is developed using Hamilton's principle.On this basis,considering the frequency dependent characteristics of viscoelastic materials,an iterative algorithm for complex eigenvalue problem of the structures with CLD treatment is given.Numerical examples are presented to do modal analysis of the CLD plates with different shapes.By comparing with the analytical solution,the experimental results and the finite element results,the effectiveness and the applicability of this method to irregular structural forms are verified.
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