考虑前屈曲几何非线性影响的结构稳定性分析

本文采用有限元法分析考虑前屈曲几何非线性影响的结构稳定性。应用伴有线性搜索和各种牛顿型解法的组合弧长法可以顺利地描述包含有极值点的载荷一位移曲线,与此同时,若在加载点处计算结构刚度矩阵的行列式值、临界载荷因子和特性刚度参数等值,则可根据稳定准则,通过插值确定临界点的位置。从而为研究复杂结构稳定性提供简便而有效的方法。     

三轴回转台启动力矩分析

用Pro/E和NASTRAN软件对三轴回转台γ轴启动力矩进行了复核复算 ,以验证该轴结构设计的合理性 ,同时为今后验证同类产品设计的正确性和可靠性提供借鉴。     

基于有限元法的离轴TMA结构选型分析

运用CAD软件Pro/E建立了采用离轴非球面三反射镜光学系统空间遥感器的几何模型,并在此基础上建立了有限元模型。分析了4种结构构型方案的综合特性,包括自重变形分析、模态分析和热特性分析。通过对比4种方案的计算结果,说明其中两种结构设计在方案设计阶段具有一定的优势。     

空间梁板结构可靠性优化的全局最优解

基于可靠性分析理论,用改进的一次二阶矩法给出了空间梁板结构安全余量对各设计变量敏度分析的表达式,由PNET法给出了结构系统可靠性函数对设计变量的一、二阶敏度表达式,以及Hessian矩阵中各元素的具体形式,据此能确定结构系统可靠性函数的凸凹性,为判断基于结构系统可靠性优化所得解是否为全局最优解提供了理论基础。算例表明,对空间梁板结构系统基于可靠性的结构优化问题,可靠性指标合理的解多为全局最优解。     

薄壁梁系的可靠性优化设计

以结构系统的可靠度作为薄壁梁系结构的优化控制参数。用改进的分枝眼界法判从主要失效模式。用PNET法计算结构系统的可靠度。导出了两种梁系结构可靠度的灵敏度分析表达式。提出最佳矢量型算法的选代公式,有效地求解了Ⅰ型截面梁系结构在系统可靠度约束下的最小重量设计问题;且在其中通过设计变量连接来满足薄壁梁的稳定性要求。算例的结果说明了方法的有效性。     

起落架结构参数对飞机机轮摆振频率特性的影响

研究了四个起落架结构参数：稳定距、机轮转动惯量、支柱侧倾刚度和减摆器传动系统扭转刚度对飞机机轮摆振频率特性的影响。对“轮胎型”摆振和“结构型”摆振进行了严格区分并分别予以研究,针对所计算的型号飞机,归纳总结出发生“轮胎型”摆振和“结构型”摆振的频率范围。所得结论为新机防摆设计和现役飞机防摆维护提供了理论依据。     

正态-复合非时齐Poisson过程模型结构可靠性当量正态设计

讨论强度R～N（μ_R，_R），应力｛S（t），t∈［0，T］｝为非时齐Poisson过程模型结构可靠性当量正态设计。获得应力在设计基准期［0，T］内的最大值概率分布及统计参数估计；正态－复合非时齐Poisson过程模型结构可靠度及结构可靠性当量正态设计表达式。     

非线性动力响应分析的双θ法

本文在二次加速度插值模式的基础上,提出了动力响应分析的双θ法及加权平均法。这两个方法,加速度的截断误差(精度)是O(△t~(3)),是无条件稳定的,有较好的人工阻尼性质,没有超越现象。比现有的逐步积分法有明显的优点。     

Analysis of the dynamic behavior of structures using the high-rate GNSS-PPP method combined with a wavelet-neural model: Numerical simulation and experimental tests

Recently, the high rate global navigation satellite system-precise point positioning (GNSS-PPP) technique has been used to detect the dynamic behavior of structures. This study aimed to increase the accuracy of the extraction oscillation properties of structural movements based on the high-rate (10?Hz) GNSS-PPP monitoring technique. A developmental model based on the combination of wavelet package transformation (WPT) de-noising and neural network prediction (NN) was proposed to improve the dynamic behavior of structures for GNSS-PPP method. A complicated numerical simulation involving highly noisy data and 13 experimental cases with different loads were utilized to confirm the efficiency of the proposed model design and the monitoring technique in detecting the dynamic behavior of structures. The results revealed that, when combined with the proposed model, GNSS-PPP method can be used to accurately detect the dynamic behavior of engineering structures as an alternative to relative GNSS method.     

Applications of structural efficiency assessment method on structural-mechanical characteristics integrated design in aero-engines

In the design process of advanced aero-engines, it is necessary to carry out an effective analysis method between structural features and mechanical characteristics for a better structural optimization. Based on the structural composition and functions of aero-engines, the concept and contents of structural efficiency can reflect the relation between structural features and mechanical characteristics. In order to achieve the integrated design of structural and mechanical characteristics, one quantitative analysis method called Structural Efficiency Assessment Method (SEAM) was put forward. The structural efficiency coefficient was obtained by synthesizing the parameters to quantitatively evaluate the aero-engine structure design level. Parameterization method to evaluate structural design quality was realized. After analyzing the structural features of an actual dual-rotor system in typical high bypass ratio turbofan engines, the mechanical characteristics and structural efficiency coefficient were calculated. Structural efficiency coefficient of high-pressure rotor (0.43) is higher than that of low-pressure rotor (0.29), which directly shows the performance of the former is better, there is room for improvement in structural design of the low-pressure rotor. Thus the direction of structural optimization was pointed out. The applications of SEAM shows that the method is operational and effective in the evaluation and improvement of structural design.