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时变轴力下结构P-Δ效应高精度分析方法
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作者 李鸿晶 杨筱朋 伍小平 《地震工程与工程振动》 CSCD 北大核心 2020年第5期11-23,共13页
传统的P-Δ效应分析方法多为基于离散结构模型的方法,对于时变轴力情形,通常难以保证计算精度或计算效率方面的需求。为更精确地反映P-Δ效应对结构动态响应的影响,本文应用微分求积(differential quadrature,DQ)原理,提出一种高精度、... 传统的P-Δ效应分析方法多为基于离散结构模型的方法,对于时变轴力情形,通常难以保证计算精度或计算效率方面的需求。为更精确地反映P-Δ效应对结构动态响应的影响,本文应用微分求积(differential quadrature,DQ)原理,提出一种高精度、无需迭代计算的结构动力P-Δ效应分析方法。以质量和刚度物理特性连续分布的大高宽比结构体系为研究背景,建立横向和轴向均任意分布的动态荷载共同作用下的结构运动偏微分方程。利用DQ原理,基于控制微分方程的强形式进行空间离散,并利用DQ权系数矩阵修正法处理边界条件。结合无条件稳定的Newmark常平均加速度法,建立包含P-Δ效应影响的结构动态响应稳定分析方法。将本文方法计算得到的动力响应与通用有限元软件的分析结果进行对比,表明在计算连续体结构P-Δ效应时,本文方法具有很高的计算精度,无需划分单元,只需使用9~10个Chebyshev-Gauss-Lobatto节点(CGL节点)即可得到非常精确的动态响应分析结果,而传统P-Δ效应分析方法需要划分近100个有限单元才能达到同样的精度。本文方法还能清晰地揭示时不变轴力和时变轴力改变结构横向振动特性的本质,既可获得重力二阶效应对结构动态响应影响的规律,亦可方便地开展时变轴力下动力P-Δ效应及其动态响应的分析,而不会增加额外的计算工作量。 展开更多
关键词 P-Δ效应 时变轴力 微分求积 高阶分析方法 分布参数体系
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HIGHER-ORDER NODE-BASED TDFEM FOR TRANSIENT ELECTROMAGNETIC ANALYSIS IN RECTANGULAR WAVEGUIDE
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作者 He Xiaoxiang Tang Wanchu 《Journal of Electronics(China)》 2009年第4期537-542,共6页
Higher-order Time Domain Finite Element Method (TDFEM) based on the nodal inter- polation is proposed for two-dimensional electromagnetic analysis. The detailed algorithms of the method are presented firstly, and then... Higher-order Time Domain Finite Element Method (TDFEM) based on the nodal inter- polation is proposed for two-dimensional electromagnetic analysis. The detailed algorithms of the method are presented firstly, and then the accuracy, CPU time and memory consumption of the higher-order node-based TDFEM are investigated. The high performance of the presented approach is validated by numerical results of the transient responses of Transverse Electric (TE) field and Transverse Magnetic (TM) field in a rectangular waveguide. 展开更多
关键词 Time Domain Finite Element Method (TDFEM) Higher-order basis Computational ElectroMagnetism (CEM)
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An ultra-accurate dynamic isogeometric analysis with higher order mass formulation
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作者 WANG DongDong LI XiWei +1 位作者 LIU Wei ZHANG HanJie 《Science China(Technological Sciences)》 SCIE EI CAS 2014年第7期1293-1309,共17页
An ultra-accurate isogeometric dynamic analysis is presented.The key ingredient of the proposed methodology is the development of isogeometric higher order mass matrix.A new one-step method is proposed for the constru... An ultra-accurate isogeometric dynamic analysis is presented.The key ingredient of the proposed methodology is the development of isogeometric higher order mass matrix.A new one-step method is proposed for the construction of higher order mass matrix.In this approach,an adjustable mass matrix is formulated through introducing a set of mass parameters into the consistent mass matrix under the element mass conservation condition.Then the semi-discrete frequency derived from the free vibration equation with the adjustable mass matrix is served as a measure to optimize the mass parameters.In 1D analysis,it turns out that the present one-step method can perfectly recover the existing reduced bandwidth mass matrix and the higher order mass matrix by choosing different mass parameters.However,the employment of the proposed one-step method to the2D membrane problem yields a remarkable gain of solution accuracy compared with the higher order mass matrix generated by the original two-step method.Subsequently a full-discrete isogeometric transient analysis algorithm is presented by using the Newmark time integration scheme and the higher order mass matrix.The full-discrete frequency is derived to assess the accuracy of space-time discretization.Finally a set of numerical examples are presented to evaluate the accuracy of the proposed method,which show that very favorable solution accuracy is achieved by the present dynamic isogeometric analysis with higher order mass formulation compared with that obtained from the standard consistent mass approach. 展开更多
关键词 isogeometric analysis dynamics semi-discrete frequency full-discrete frequency higher order mass matrix
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