考虑结构局部变形特性的超长桁架结构等效动力学建模

超长桁架结构是后续高时空分辨率天基遥感载荷的核心部件,建立其高效动力学模型是实现振动形态高精度控制的关键.为建立高效、精确的动力学模型,首先,根据超长桁架结构的周期性特征和振动变形特性,采用周期单元中心处位移表征整体桁架结构的空间位移,并分别推导了是否考虑桁架结构局部变形特性的两种应变能表达式;然后,根据哈密顿原理以及边界条件,建立了两种不同的等效动力学模型.最后,通过对两种等效模型与超长桁架结构固有特性的对比分析,验证了等效建模的有效性以及考虑局部变形特性提高模型精度的必要性.     

基于子结构的风力发电高塔系统的动力特性分析

采用子结构模态综合(Component Mode Synthesis,CMS)法和频响综合(Frequency response function-Based Substructure,FBS)法分析大型高耸装配结构风力发电高塔系统动力特性.通过子结构模态或频率响应函数(Frequency Response Function,FRF)信息综合成整体的模态或FRF信息,在保证整体分析精度的条件下提高计算效率,同时解决风电塔系统模态和FRF信息不易获得的问题.建立风电塔系统各个子结构的有限元模型和整体模型,分别使用MSC Nastran和LMS Virtual.Lab对各个子结构进行模态综合和频响综合分析,并将综合的结果与整体建模计算的结果进行对比,验证采用子结构CMS法和FBS法分析风力发电高塔系统的可行性和正确性.     

空间桁架的人-机协作装配规划与试验验证

该文以空间直立桁架结构的人-机协作装配流程为研究对象,提出一种适用于径向快装桁架模块单元的创新构型,建立了基于状态矩阵和邻接矩阵的桁架结构装配序列、装配模式和装配过程的数学模型。该文还对空间环境下桁架装配的人-机能力约束进行分析,提出基于动素分析的装配任务层级化分解方法,利用比较分配原则制定了适用编程的人-机协作装配任务流程和分配方案。基于所提出方案,通过开展人穿戴模拟宇航服与机械臂协作装配 5 m 长直立桁架结构的地面演示试验,验证了该方案的合理性和组装流程的可行性,为空间大型设施在轨构建提供了技术原理支撑。     

基于实测模型的通信铁塔抗震性能仿真分析

针对目前通信铁塔抗震性能仿真分析结果存在较大误差的问题,提出基于实测模型进行仿真分析的方法.通过现场测试得到铁塔的动态参数,依据测得的动态参数对建成的有限元模型进行修正,使其能更加准确地反映铁塔的动力特性.依据相关标准,选用人工合成地震波和2条真实地震波对铁塔模型进行抗震性能分析.结果表明铁塔的响应位移和应力均小于标准要求值,满足抗震要求.     

Numerical simulation of structure response outfitted with a tuned liquid damper

An integrated fluid–structure numerical model has been developed to simulate the response of a single degree of freedom (SDOF) structure outfitted with a Tuned Liquid Damper (TLD). The structure is exposed to random external excitations. A non-linear, two-dimensional, flow model has been developed using the finite-difference method. Unlike most existing flow models, the present model does not include any linearization assumptions; it rather solves the entire nonlinear, moving boundary, flow problem under conditions leading to large interfacial deformations. The free surface has been reconstructed using the volume of fluid method and the donor–acceptor algorithm. The Duhamel integral method has been used to determine the response of the structure. The effectiveness and accuracy of the flow model has been validated using a set of benchmark problems and experimental data. The numerical results of this model have been compared with results of an equivalent TMD model. The present fluid–structure model can be used as a valuable tool for performance evaluation and design of more effective tuned liquid dampers.     

空间桁架结构优化设计

为获得空间桁架结构的合理构型,以某空间设备支撑结构为例,分析结构材料在设计空间的分布形式和桁架结构的传力路径。在已知载荷约束和设计空间大小的条件下,基于连续体拓扑优化方法,以静态多工况刚度和动态固有频率为多目标函数进行优化分析。依据设计要求确定计算模型的结点数和结点位置,获得满足要求的空间桁架结构并进行优化设计。优化结果比原模型质量减少36.7%,一阶模态提高3.6%。     

大跨度铁路钢桁桥地震响应分析

应用MSC Patran建立铁路钢桥的3D有限元计算模型,运用MSC Nastran进行桥梁自振特性计算和地震响应分析,旨在探究桥梁结构在高烈度地震作用下的响应规律.     

Dynamic analysis of geometrically nonlinear truss structures

Beam-like truss structures undergoing large deflections when subjected to static and dynamic loadings are studied by using the matrix method and equivalent continuum models. For the matrix method, an incremental procedure with equilibrium iterations are used. Equivalent continuum beam models are derived based on the properties of a typical substructure of the truss. Solutions obtained by using both methods are compared for a number of examples.     

Cross-stream diffusion under pressure-driven flow in microchannels with arbitrary aspect ratios: a phase diagram study using a three-dimensional analytical model

This article presents a three-dimensional analytical model to investigate cross-stream diffusion transport in rectangular microchannels with arbitrary aspect ratios under pressure-driven flow. The Fourier series solution to the three-dimensional convection-diffusion equation is obtained using a double integral transformation method and associated eigensystem calculation. A phase diagram derived from the dimensional analysis is presented to thoroughly interrogate the characteristics in various transport regimes and examine the validity of the model. The analytical model is verified against both experimental and numerical models in terms of the concentration profile, diffusion scaling law, and mixing efficiency with excellent agreement (with <0.5% relative error). Quantitative comparison against other prior analytical models in extensive parameter space is also performed, which demonstrates that the present model accommodates much broader transport regimes with significantly enhanced applicability.     

A 3D shock computational strategy for real assembly and shock attenuator

The extension of an approach, suitable for bolting structures impact computation with a large number of unilateral friction contact surfaces, and with local plasticity of the bolts, is presented. It is a modular approach based on a mixed domain decomposition method and the LATIN method. This iterative resolution process operates over the entire time–space domain. A 3D Finite-Element code is presented and dedicated to applications concerning connection refined models for which the structure components are assumed elastic. Several examples are analysed to show the method's capability of describing shocks throw real three-dimensional assembly. Comparisons between classical dynamic code LS-DYNA3D are presented.