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BENDING OF FUNCTIONALLY GRADED PIEZOELECTRIC RECTANGULAR PLATES 被引量:37
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作者 Chen Weiqiu Ding Haojiang 《Acta Mechanica Solida Sinica》 SCIE EI 2000年第4期312-319,共8页
By introducing two displacement functions as well as two stressfunctions, two independent state equations with variable coefficientsare derived from the three-dimensional theory equations of piezo-elasticity for trans... By introducing two displacement functions as well as two stressfunctions, two independent state equations with variable coefficientsare derived from the three-dimensional theory equations of piezo-elasticity for transverse isotropy. A laminated approximation is usedto transform the state equations to those with constant coefficientsin each sub-layer. The bending problem of a functionally gradedrectangular plate is then analyzed based on the state equations.Numerical results are presented and the effect of material gradi- entindex is discussed. 展开更多
关键词 functionally graded piezoelectric material transverse isotropy statespace method
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FREE VIBRATION OF FUNCTIONALLY GRADED, MAGNETO-ELECTRO-ELASTIC, AND MULTILAYERED PLATES 被引量:7
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作者 Chen Jiangyi Chen Hualing Pan Ernian 《Acta Mechanica Solida Sinica》 SCIE EI 2006年第2期160-166,共7页
The state-space method is employed to evaluate the modal parameters of functionally graded, magneto-electro-elastic, and multilayered plates. Based on the assumption that the properties of the functionally graded mate... The state-space method is employed to evaluate the modal parameters of functionally graded, magneto-electro-elastic, and multilayered plates. Based on the assumption that the properties of the functionally graded material are exponential, the state equation of structural vibration which takes the displacement and stress of the structure as state variables is derived. The natural frequencies and modal shapes are calculated based on the general solutions of the state equation and boundary conditions given in this paper. The influence of the functionally graded exponential factor on the elastic displacement, electric, and magnetic fields of the structure are discussed by assuming a sandwich plate model with different stacking sequences. 展开更多
关键词 functionally graded material magneto-electro-elastic plates modal shapes statespace method
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基于实模态的非比例阻尼体系复模态叠加法 被引量:1
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作者 付相球 潘旦光 《振动工程学报》 EI CSCD 北大核心 2021年第6期1142-1150,共9页
为提高非比例阻尼体系强迫振动时复模态叠加法的计算效率,基于模态摄动法基本原理,提出一种利用无阻尼体系实模态的复模态叠加法。该方法由模态摄动法将非比例阻尼体系的复模态表示为实模态线性组合,在此基础上,建立了强迫振动复模态叠... 为提高非比例阻尼体系强迫振动时复模态叠加法的计算效率,基于模态摄动法基本原理,提出一种利用无阻尼体系实模态的复模态叠加法。该方法由模态摄动法将非比例阻尼体系的复模态表示为实模态线性组合,在此基础上,建立了强迫振动复模态叠加法的实模态的线性组合解。以一个带附加阻尼的强非比例阻尼三层框架结构为例进行地震反应分析,计算结果表明当附加实模态数不小于8时,模态摄动法所得的特征值误差小于2%;在复模态叠加法模态截断方面,基于累积振型参与质量和累积振型贡献系数所得的模态数偏少,建议采用首层平动的累积振型加速度贡献系数作为模态截断的依据,此时,复模态叠加法所得水平位移的峰值误差小于10%,累积误差小于15%,显示了良好的计算精度;且该方法的计算时间小于基于状态空间法的复模态叠加法。以一个钢结构框架办公楼地震反应分析为例,验证了该方法的适用性。综合来看,对于强非比例阻尼体系,强制解耦的实模态叠加法计算误差较大,而该方法可兼顾计算效率与精度。 展开更多
关键词 地震反应分析 模态叠加法 非比例阻尼 模态摄动法 状态空间法
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