B样条加权残数法分析简支扁球壳强度问题

本文针对简支扁球壳的简化方程,采用三次B样条和五次B样条函数作为基函数,分别利用内部配点权残法、最小二乘配点法及伽辽金配点法三种方法求解。结果表明,简化方程可靠,权残法计算简便有效。     

光学材料的浅低温抛光方法

介绍了光学材料的浅低温抛光方法,首先把抛光液冷冻成低温抛光模层,然后进行抛光实验。实验结果表明,这是一种很好的抛光方法．     

层合双曲率厚壳的状态方程及其半解析法

采用正交曲线坐标导出了角铺设层合双曲率厚壳的状态方程及其半解析法。该方法在α－β曲面内采用通常的有限元离散,而沿壳厚（ｒ）方向采用状态空间法给出解析解,从而计入了剪切效应的影响,且通过状态转移矩阵的建立,保证了层界面之间层间位移和应力的连续,减少了计算中未知量数目。     

Numerical simulation and transonic wind-tunnel test for elastic thin-shell structure considering fluid–structure interaction

Aerodynamic force can lead to the strong structural vibration of flying aircraft at a high speed. This harmful vibration can bring damage or failure to the electronic equipment fixed in aircraft. It is necessary to predict the structural dynamic response in the design course. This paper presents a new numerical algorithm and scheme to solve the structural dynamics responses when considering fluid–structure interaction(FSI). Numerical simulation for a free-flying structural model in transonic speed is completed. Results show that the small elastic deformation of the structure can greatly affect the FSI. The FSI vibration tests are carried out in a transonic speed windtunnel for checking numerical theory and algorithms, and the wind-tunnel test results well accord with that of the numerical simulation. This indicates that the presented numerical method can be applied to predicting the structural dynamics responses when containing the FSI.     

The Potential of GOCE in Constraining the Structure of the Crust and Lithosphere from Post-Glacial Rebound

Glacial Isostatic Adjustment (GIA) due to Pleistocene glaciation and deglaciation has left clear imprints in the present-day geoid. The solid-earth models that are commonly used in simulating these geoid anomalies usually have the upper layer (crust/lithosphere) elastic. While this is a good approximation for oceanic lithosphere, it is over-simplified for many continental crustal areas, of which some are submerged at continental margins. At many places, these continental areas have a lower crustal zone that has low viscosities. Also at the top of the mantle (asthenosphere) such zones with low viscosities can exist. Modeling results show that, due to their shallowness and due to the laterally non-homogeneous water load, these low-viscosity layers induce discernible signatures in the high-harmonic steady-state components of the geoid. These patchlike patterns have typical length scales ranging from about 100 – 1000 km, and typical magnitudes of 1 cm – 1 m, depending on, a.o., depth and width of the low-viscosity zone, viscosity and shoreline geometry. Complications in correlating GIA modeling results with observed geoid anomalies might arise from uncertainties in isostatic corrections (topography and non-uniform composition of crust and lithosphere) and from other non-GIA related contributions to the observered anomalies. The characteristic forms of the patterns might assist in separating the various contributions to the observed geoid anomalies. This can be illustrated for the Adriatic coast of Italy, where the best fit to the spatial sea-level curve pattern is provided by a combination of GIA and regional plate tectonics. This revised version was published online in August 2006 with corrections to the Cover Date.     

圆柱壳角速率敏感器实际结构设计

圆柱壳是一种实用的谐振式角速率传感器的谐振子，如何固定，封装该谐振子具有重要的实用意义，基于振子实际振动特性分析，采用有限元法，对其实际的支承结构进行了深入分析，得到了支承杆对其振动特性影响的有关规律，依减小支承杆弯曲振动对谐振子动力特性的影响，给出了谐振子有关参数的实用设计准则，得到了Ψ型振子最优的重要结论，这些对于研制谐工角速率传感器有实用价值。     

一般硬化材料弹塑性轴对称圆柱壳的工程解法

在小弹塑性变形条件下，首先将应力写成应变的奇次四项式的幂函数形式，使其相当精确地拟合材料的拉伸曲线，然后，应用线弹性轴对称圆柱壳的位移模态和一待定系数构成弹塑性壳的位移场，再应用最小势能原理确定该系数，从而得到封闭解。     

复合材料叠层板壳材料非线性有限元分析

 本文采用通用于复合材料叠层厚、薄板壳的Heferosis三维退化曲壳元,利用Hill屈服准则和层状模型法,研制了针对金属基复合材料叠层板壳进行弹塑性分析的超参元程序。算例结果表明,叠层板壳分析方法和所编程序是可靠的,精度良好。     

压电圆浅球壳非线性微分求积单元法分析(英文)

用微分求积单元法分析了压电圆浅球壳在外加电压和外载作用下的非线性静力特性 ,首次给出了详细的公式和求解过程 ,并分析了几个典型算例 ,得到了非常精确的结果。基于本文的研究结果可以得出以下的几点结论 :微分求积单元法是一种有用的数值分析方法 ;压电圆浅球壳的几何形状理论上可以被控制 ;对于某些几何形状的压电圆浅球壳 ,当外加电压达到临界值时 ,即使没有外加载荷跳跃失稳也会发生。     

椭圆底扁薄球壳结构的双稳态力学行为

针对可变形鼓包型面设计方案需求,以铰支边界的椭圆底扁薄球壳模型为对象,通过数值仿真研究了结构双稳态构型的转换机理以及需要满足的参数条件;对稳态构型转换中的跳变类型以及影响因素进行了分析;给出了不同驱动方式下,加载位置和形状参数对稳态构型转换需要的临界驱动力以及结构内应变的影响.结果表明:结构在铰支约束下存在双稳态需满足一定的拱高厚度比;稳态构型在转换过程中存在局部跳变和整体跳变组合方式,可以通过选择加载位置和结构参数进行控制;结构发生跳变时的临界载荷和结构内应变与加载方式和结构参数有关.