期刊文献+

黏弹性结构精细化频域动力分析方法

Fine dynamic analysis method for viscoelastic structures in frequency domain
下载PDF
导出
摘要 为了解决具有强频率依赖性的黏弹性结构频域响应计算的精确性和效率较难协调的问题,提出一种改进计算方法。首先引入广义麦克斯韦模型表征黏弹性结构的频率依赖性,建立动力学方程;然后,基于实模态叠加法,并采用分步迭代法求解黏弹性结构的特征方程,获得各阶模态频率与模态损耗因子,采用多项式拟合表征各阶模态参数的频率依赖性函数;最后,将多自由度黏弹性结构频域响应的求解简化为多个进行频率依赖性函数修正的单自由度黏弹性结构频域响应的叠加。研究结果表明:本文方法计算效率较高,与传统基于应变能法相比,对强频率依赖性的黏弹性结构具有更高的精确度,与传统迭代法相比,其在非共振区间也具有较高的精确性。 An improved method was proposed to mitigate the conflict between frequency response computation accuracy and efficiency of the viscoelastic structure with obvious frequency dependence. Firstly, the equation of motion was established by introducing the generalized Maxwell model of viscoelastic materials. Then, the iterative method was used to extract the modal frequencies and damping ratios based on real modal superposition method, and the polynomial fitting was used to express the frequency-dependency function. At last, the frequency response of the multi-degree-of-freedom viscoelastic structure was simplified as a superposition of multiple single-degreeof- freedom viscoelastic structures frequency responses, which were modified by the frequency-dependency function. The results show that compared to the modal strain energy method, the proposed simplified method can obtain more accurate result of the frequency response, especially for the structure with strong frequencydependence;compared to the iterative method, it has high accuracy even in the non-resonant range.
作者 盖盼盼 徐赵东 吕令毅 戴军 GAI Panpan;XU Zhaodong;Lü Lingyi;DAI Jun(School of Civil Engineering, Southeast University, Nanjing 211189, China)
出处 《中南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2019年第10期2520-2526,共7页 Journal of Central South University:Science and Technology
基金 国家杰出青年科学基金资助项目(51625803) 东南大学优博基金资助项目(CE-02-1-50) 江苏省研究生科研与实践创新计划项目(3205008712,KYCX17_0122)~~
关键词 黏弹性结构 频域响应 频率依赖性 实模态叠加法 多项式拟合 viscoelastic structure frequency response frequency-dependence modal superposition method polynomial fitting
  • 相关文献

参考文献5

二级参考文献64

  • 1李创第,邹万杰,黄天立,李暾,陈俊忠.结构在水平与竖向地震同时作用的非平稳响应[J].土木工程学报,2005,38(6):25-34. 被引量:15
  • 2黄文虎,王心清,张景绘,郑钢铁.航天柔性结构振动控制的若干新进展[J].力学进展,1997,27(1):5-18. 被引量:140
  • 3石银明 上海交通大学.约束层结构的有限元分析.第七届全国振动理论及其应用学术会议议论[M].广东佛山:同济大学出版社,1999..
  • 4陈前 朱德懋.关于复合结构振动分析中粘弹性材料本构方程的形式[J].应用力学学报,1987,4(1):39-51.
  • 5GB50011-2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.
  • 6石银明,第七届全国振动理论及其应用学术会议论文集,1999年
  • 7Christensen R M. Theory of viscoelasticity[J],New York;Academic Press,1982
  • 8Scanlan R H. Linear damping models and causality in vibrations [J]. Sound and Vibration, 1970, 13(4):499-509
  • 9Bert C W. Material Damping . An Introductory Review of Mathematical Models, Measures and Experimental techniques, J. Sound & Vib,1973,29:129-135
  • 10Minle H K. The impulse response function of a single degree of freedom system with hysteretic damping [J]. Sound and Vibration, 1985,100(4):590-593

共引文献88

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部