圆板在局部Gauss温度场作用下的响应分析

基于薄板热弯曲理论,推导了圆板在Gauss(高斯)温度场作用下的挠度和热应力解析表达式,分析了边界条件和局部温度参数对圆板挠度和热应力的影响,为局部温度变化薄板结构的热力学分析提供理论依据.研究结果表明:圆板中心处的挠度和压应力有最大值;在热影响区内,圆板内一点的挠度随着该点到板中心距离的增大呈Gauss型减小趋势;在热影响区外,圆板挠度的变化趋势与圆板边界约束形式和辐照因子有关,辐照因子越大,边界简支圆板挠度越先呈线性减小趋势;圆板挠度的解析解与有限元解一致.在热影响区内,圆板内一点的热应力随着该点到板中心距离的增大呈Gauss型减小趋势,两种边界约束圆板的热应力变化趋势相似;在热影响区外,圆板热应力的变化趋势与圆板边界约束形式和辐照因子有关.     

功能梯度圆板和环板受周边力作用的弹性力学解

在推广后的England-Spencer板理论基础上,研究了功能梯度圆板和环板受周边力作用的三维弹性场.材料参数沿板厚方向可以任意连续变化,利用复变函数理论给出了求解该问题所需要的4个复势表达式,其中含有的待定常数利用板的柱面边界条件确定.当功能梯度环板的内径趋向于零时便退化到圆板问题的解答.通过算例分析,讨论了材料梯度、荷载类型及板厚跨比等因素对功能梯度圆环板静力响应的影响.     

几种典型板考虑初始荷载效应的基频近似解

基于两组板考虑初始荷载效应的动力控制微分方程:一般形式的动力控制微分方程和极坐标形式的动力控制微分方程,运用Galerkin（伽辽金)法求解得到了简支矩形板、固支矩形板、简支等边三角形板、固支椭圆形板、简支圆形板和固支圆形板6种典型板考虑初始荷载效应的自由振动基频（第一阶频率）近似解．通过与相关文献提出的有限元法计算结果对比,验证了公式的正确性．基频近似解表达式简单明了,物理意义明确,清楚地说明了初始荷载及相关因素对板自由振动基频的影响,直观地说明了板的初始荷载效应这一概念．计算分析表明:初始荷载的存在增加了板的弯曲刚度,提高了板的自振频率．这种初始荷载效应对频率的影响主要受初始荷载大小、跨厚比及边界条件等因素的影响．在计算分析和设计中应考虑并重视这种初始荷载效应对板计算分析带来的影响.     

功能梯度板的柱面弯曲弹性力学解

在推广后的England-Spencer功能梯度板理论基础上,研究了功能梯度板在不同荷载作用下的柱面弯曲问题.采用该理论中的位移展开公式,并且材料参数沿板厚方向可以任意连续变化,并将材料由各向同性推广到正交各向异性.假设板在y方向无限长,最终建立了一个从弹性力学理论出发的正交各向异性功能梯度板在横向分布荷载作用下柱面弯曲问题的板理论.通过算例分析,讨论了边界条件、材料梯度及板厚跨比等因素对功能梯度板静力响应的影响.     

基于格子Boltzmann方法的液滴撞击具有不同润湿性孔板的研究

基于格子Boltzmann方法,对液滴撞击不同湿润性节流孔板表面进行了数值模拟.主要研究了在液滴撞击过程中,Weber数(We)、孔板表面湿润性和孔板尺寸对液滴通过孔板时不同状态的影响.数值模拟结果表明:孔板为亲水特性时,在较低We下,液滴不会与孔板表面脱离,而是附着在孔板下表面,并且在毛细作用下液滴会在孔道中上升一段...     

不同理论下圆板特征值之间的解析关系

基于经典板理论(CPT)、一阶剪切变形板理论(FPT)以及Reddy三阶剪切变形板理论(RPT)之间,圆板轴对称特征值问题在数学上的相似性,研究了不同理论之间圆板特征值间的解析关系．将特征值问题的求解转化为代数方程的求解,并导出了不同理论之间圆板特征值的显式精确解析关系．从而,只要已知圆板特征值（临界屈曲载荷和固有频率）的经典结果,便很容易从这些解析关系中得到一阶和三阶理论下圆板特征值的相应结果,这便于工程应用,同时也可检验一阶和三阶理论下板特征值的数值结果的有效性、收敛性以及精确性等问题．     

功能梯度板柱面弯曲的弹性力学解

利用推广后的Main和Spencer功能梯度板理论,研究了功能梯度矩形板在均布荷载作用下的柱面弯曲问题.采用该理论中的位移展开公式,并且材料参数沿板厚方向可以任意连续变化,但将材料由各向同性推广到正交各向异性,以及由不考虑板的横向荷载作用发展到受横向均布荷载作用.假设板在y方向无限长,从而得到了一个从弹性力学理论出发的正交各向异性功能梯度板在横向均布荷载作用下柱面弯曲问题的板理论.通过算例分析,讨论了边界条件和梯度变化程度对功能梯度板静力响应的影响.     

复合板的三角级数解

1.基本公式的推导假设:1.复合板由N层组成,各层为匀质、各向同性板;2.板的挠度较小,不会改变板的几何形状;3.板内的τ_(zx)、τ_(zy)、σ_z很小,可以略去不计;4.板的中面就是原来的平面,在     

正负极性棒-板间隙放电流注特性的研究

论文依据棒-板放电间隙粒子输运方程与电场泊松方程基本原理,研究正负极性棒-板间隙电子密度分布情况,分析正负极性棒-板间隙放电的异同,建立在棒-板间隙引入空气密度和湿度等介质的计算机仿真模型与实验模型.利用comsol软件仿真了棒-板间隙放电过程验证了实验结果,并得出了随着空气密度降低湿度增加的情况下棒-板间隙放电起晕电压随之降低的结论.     

弹性矩形薄板受迫振动的功的互等定理法(Ⅰ)——四边固定的矩形板和三边固定的矩形板

本文将功的互等定理法(MRT)推广于求解在简谐干扰力作用下矩形板的稳态响应.给出了各种边界条件矩形板的一系列封闭解并提供了一些有实用价值的图表.功的互等定理法(MRT)是求解在各种简谐干扰力作用下的矩形板稳态响应的一个简便、通用的方法.本文包括三部分:(Ⅰ)四边固定的矩形板和三边固定的矩形板;(Ⅱ)二邻边固定的矩形板;(Ⅲ)悬臂矩形板.我们准备分三次陆续发表它们.     

Formation of Saddle-Shaped Composite Sheets

Based on the deformation model of an unbalanced multilayer composite, changes in bending curvatures of sheet-type composites with nonsymmetric structure relative to the midplane of the sheet, depending on the moisture of layers, are predicted. The bending curvatures of saddle-shaped sheets of wood-based composites are calculated with regard to the physical and mechanical properties, geometrical dimensions, orientation, and distribution of layers. The analytical results are compared with the bending curvatures found experimentally for a four-layered unbalanced composite made of birch veneer. The applied calculation model enables us to determine the values of bending curvatures of saddle-shaped wood composite sheets, which can be used in elaborating the technological recommendations.     

含裂纹的圆柱体的弯曲

含裂纹的圆柱体弯曲的研究有十分重要的意义。文献[1]～[4]研究过含径向裂纹或裂纹系的情形,[5]研究过有同心圆弧裂纹的圆柱体的弯曲。本文继续[6]对内部出现在任意位置的直线裂纹的圆柱体在力与裂纹垂直时的弯曲问题,用弹性理论复变函数方法进行了讨论;得到了位移、应力和应力强度因子用级数表示的表达式;对Ah小的这种弯曲问题的应力强度因子给出了好的近似式,分析了它们随裂纹中心的变化规律。最后对裂纹的一个尖端在原点的径向裂纹圆柱体的扭转率和弯曲中心进行了计算,其结果与[1]几乎完全相同。     

Hydrodynamic analogy for direct shear force and bending moment evaluation in a plate

A brand new interpretation of the plate bending equations is given using hydrodynamic analogy. It permits one to determine directly the shear forces and bending moments of a plate without the need of finding deflections. In engineering design of a plate it is more important to know shear forces and bending moments than the deflections. The existing numerical methods of solution of plate problems consist in determining deflections; then shear forces and bending moments are obtained by differentiating the deflection three and two times which produces great loss of accuracy. The hydrodynamic analogy method has the advantage over other numerical methods because the shear forces and bending moments are obtained directly, without the need of finding deflections and because they are obtained with better accuracy. The hydrodynamic analogy can be applied to a plate of arbitrary shape, with arbitrary boundary conditions under an arbitrary loading.     

Solution of boundary-value problems of plates by the Vekua method for approximations <Emphasis Type="Italic">N</Emphasis> = 1 and <Emphasis Type="Italic">N</Emphasis> = 2

In this paper, the problem of bending for an isotropic plate with constant thickness 2h is considered. Problems of bending for infinite plates with a circular hole in which a rigid body is placed in the cases of approximations N = 1 and N = 2 of the Vekua theory are solved. We consider the case where the body is soldered. Problems of bending of circular rings are also solved. The results obtained are compared to the corresponding results obtained by plane classical bending theory. Translated from Sovremennaya Matematika i Ee Prilozheniya (Contemporary Mathematics and Its Applications), Vol. 51, Differential Equations and Their Applications, 2008.     

角点支承矩形板的纵横弯曲

本文用复分法讨论在四角点被支承的矩形板的纵横联合弯曲问题,文中也分别讨论了薄板的横向弯曲和稳定性的问题。     

Effect of layer geometry and stiffness on the fields of normal stresses in multilayer beams under asymmetric bending

A mathematical model is suggested for calculating the bending stiffness and fields of normal stresses (strength) at any point in the cross section of a multilayer beam. It is found that the structure of the scalar field of normal stresses allows one to solve some optimization problems with multivariant parameters. The method is illustrated with an example of two-layer beams. The results of an investigation into the strength and stiffness of two-layer beams, with a geometric and (or) stiffness asymmetry, in asymmetric bending are presented. The kinetics of bending stiffness and strength in relation to variations in the geometric parameters of cross sections and in the ratio of elastic moduli of layers is examined. It is established that the normal stresses in multilayer beams under asymmetric bending considerably depend on the location of the flexural center, neutral plane, and bending stiffnesses relative to the principal axes of cross sections of the beams.     

Influence of Different Factors on the Stiffness and Strength of Multilayer Composite Elements

In the paper, the bending stiffness and strength of multilayer structural elements in relation to the mechanical properties of layers and their number layout and sizes are investigated and the corresponding correlations are established. It is found that the most rational structure of a multilayer element in bending is a symmetric three-layer structure formed from two materials with the thickness of the core less than the half-thickness of the element. The values of normal stresses in the layers of a multilayer beam in bending depends on its bending stiffness and the position of layers relative to the neutral axis. The influence of the number of layers on the stiffness of the structural element and on the magnitude of normal stresses is insignificant.     

海冰弯曲破坏下的破坏准则数值模拟方法研究

海冰的弯曲破坏进程的研究已经称为冰工程界的一项重要课题.通过理论分析结合数值计算对海冰弯曲破坏数值模拟方法进行探索:探讨适合于海冰弯曲应力状态下的本构模型和破坏准则;在LS-DYNA中模拟圆环形冰排弯曲破坏和冰排与锥体结构相互作用的进程,提出了一种对海冰破坏准则验证的技术思路;通过所提出的技术思路对基于三轴压缩试验的Derradji破坏准则进行了修正,使其能够适用于海冰的弯曲破坏.     

厚板在集中荷载作用下的弯曲

本文根据[1]中提出的简化理论,利用两变元的δ-函数的性质[2]和级数解法,处理了在集中荷载作用下两对边简支,另两对边为任意的矩形厚板的弯曲问题.考虑了横向剪力对于弯曲变形的影响.当板的厚度h很小时,忽略公式中所有h2以上的项,则所得的结果与薄板弯曲问题的相应解一致[3].在本文的最后,我们还得到了在任意线分布荷载作用下相应问题的解.     

Proposing a Pretwisted Bimorph Actuator

Though only small strains are available in piezoceramic materials, bending actuators provide reasonable deflections. Due to beam kinematics bending actuators usually are slender beams having flat cross-sections. This feature allows for maximum deflection in one direction. However, the axis orthogonal to it usually is not actuated. Instead of combining two straight bending actuators to overcome this problem we propose a bending actuator which is pretwisted. Controlling the pretwisted actuator segment-wise provides bending in several independent directions as well. Investigated is a pretwisted bimorph, similar to a helicoid. The active elements along the beam axis are subdivided and controlled separately, hence allowing independent control of the curvature of each section. Herein we give a first characterization of the pretwisted bimorph actuator. (© 2006 WILEY-VCH Verlag GmbH & Co. KGaA, Weinheim)