复合材料层合梁非对称分层问题的解析解法

根据叠加原理将含有非对称分层的复合材料层合梁在横向载荷作用下的受力状态分解为对称和反对称情况,再将反对称受力状态分解为无分层梁受反对称横向载荷状态与含分层梁在分层表面承受附加剪切载荷状态。将分层问题归结为在附加载荷状态中,层合梁附加位移与附加应力的分析,并据此建立了一个简单的力学模型。最后,根据工程梁理论得到了由分层引起的附加位移与应力的解析解答,利用能量释放率方法确定了应力强度因子,计算分析了分层区长度与层板厚度对附加位移的影响。      

含矩形内部分层的复合材料圆柱壳块 三维问题的片条合成能量解法

根据叠加原理将含有矩形分层的复合材料圆柱壳块在横向载荷作用下的受力状态进行分解,将分层问题归结为在分层表面受附加剪切载荷作用时附加状态的分析,并据此建立了一个仅包含分层区的力学模型。通过切取纵横切片,利用含分层层合直梁与曲梁的附加位移,构造分层区附加位移模态。最后,应用最小势能原理确定位移幅值的闭合解。     

含矩形内部分层的复合材料层板的 状态分解-片条合成能量解法

根据叠加原理将含有矩形内部分层的层板在横向载荷作用下的受力状态进行分解, 从而 将分层问题归结为在分层表面上的附加剪切载荷作用下层板附加位移与附加应力的分析, 并据此 建立了一个仅包含分层区的力学模型。进而在层板分层区中切取平行于边界的切片, 将切片视为 含分层的层合梁, 其位移模态以相应层合梁的附加位移模态来表示。这样, 可构造层板分层区内满 足位移边界条件的位移场。最后, 应用最小势能原理确定位移幅值的闭合解。计算结果表明, 挠度 幅值远远大于中面位移幅值, 且与由双三角级数能量解法所得挠度幅值吻合很好。      

含椭圆形分层层板的状态分解-片条合成能量解法

根据叠加原理将含有椭圆形非穿透分层的层板在横向载荷作用下的受力状态进行分解,从而将分层问题归结为在分层表面上的附加剪切载荷作用下层板附加位移与附加应力的分析,并据此建立了一个仅包含分层区的力学模型。进而在层板分层区中切取平行于坐标平面的切片,将切片视为含分层的层合梁,其位移模态以相应层合梁的附加位移模态来表示。这样,可构造层板分层区内满足位移边界条件的位移场。最后,应用最小势能原理确定位移幅值的闭合解。计算结果表明,挠度幅值远远大于中面位移幅值,且与由双三角级数能量解法所得挠度幅值吻合很好。      

含非对称矩形分层的复合材料层合板状态分解-片条合成能量解法

根据叠加原理将横向载荷作用下的含有非对称矩形内部分层的层板进行状态分解,从而将分层问题归结为分层表面上的附加剪切载荷作用下层板附加位移与附加应力的分析,并据此建立一个仅包含分层区的简单的力学模型。进而在分层区中切取平行于边界的无限小的切片,将切片视为含分层的层合梁,其位移模态以相应的层合梁的附加位移模态表示。在此基础上构造层板分层区内满足位移边界条件的位移模态,最后用最小势能原理确定位移幅值的闭合解并且分析了分层区的应力场和能量释放率。      

含内部分层复合材料层板三维问题的三角级数能量解法

本文根据叠加原理分解含内部分层复合材料层板的受力状态，使分层问题归结为分层表面受附加剪切载荷作用时附加状态的分析，然后根据边界条件，利用三角级数构造位移模态，进而由势能原理确定位移解答，并做收敛性验证。计算表明，结果收敛，挠度收敛尤为迅速。     

含内部分层复合材料层板三维问题的三角级数能量解法

本文根据叠加原理分解含内部分层复合材料层板的受力状态, 使分层问题归结为分层表面受附加剪切载荷作用时附加状态的分析, 然后根据边界条件, 利用三角级数构造位移模态, 进而由势能原理确定位移解答, 并做收敛性验证。计算表明, 结果收敛, 挠度收敛尤为迅速。      

受分布载荷复合材料层合板应力分析的一般理论

为了克服经典层合板理论的缺点,提高层间应力的计算精度,提出了受分布载荷层合板应力分析的一般理论。首先根据叠加原理将层合板受力状态分解成对称和反对称状态,然后用正交完备的傅立叶级数和勒让德级数构造这两种受力状态中每一铺层与层间胶层的位移场,并应用广义势能原理确定位移场中的待定系数,从而确定层合板的位移场和应力场。另外,胶层被视为各向同性材料,并且与其它材料层具有相似的力学特性,即具有有限厚度、有限弹性常数。计算结果显示,这种解法的收敛性非常好,根据物理方程与根据平衡方程得到的层合板横向剪应力及横向正应力分布非常一致。     

基于反平面剪切模型的含分层双金属板片条合成能量解法及其与有限元解的比较

基于反平面剪切模型, 求解得到受出面载荷含分层双金属梁的位移解答, 利用片条合成能量解法构造含分层双金属板附加位移模态, 得到闭合解。利用有限元软件ANSYS建立含对称、非对称矩形分层双金属板有限元模型, 采用接触元模拟非对称分层区, 得到有限元解。结果表明, 与弯曲型闭合解相比, 反平面剪切型闭合解与有限元解更接近。      

复合材料层合梁接触问题的线性化与能量解法

本文将非线性的接触问题线性化,即假设已知带可调参数的接触区载荷分布模态以及接触区宽度,再反求圆柱压头的半径。首先根据叠加原理将受力状态分解成对称和反对称状态,然后用正交完备的三角级数和勒让德级数构造这两种受力状态的位移场,并应用最小势能原理确定位移场中的待定系数,从而确定层合梁的位移场和应力场。载荷分布模态中的可调参数可根据接触区表面的位移协调条件确定,从而求得圆柱压头的半径。最后,由于在给定接触区的条件下压头曲率与压头合力成正比,故可以得到压头曲率在不同的接触区下随载荷变化的直线族。根据这些直线族,可以由已知的压头曲率和外载荷确定接触区尺寸。计算结果显示,这种解法的收敛性非常好。根据物理方程与根据平衡方程得到的层合梁剪应力分布的一致性非常好。而且,在远离接触区处的应力分布同经典层合梁理论结果的一致性也非常好。      

Finite element modeling of delamination by layerwise shell element allowing for interlaminar displacements

This paper presents a novel approach of modeling the delamination phenomenon experienced by laminated composite plate and shell structures by using a previously developed layerwise shell finite element in conjunction with some transformations. This layerwise element is formulated by stacking some single-layered shell elements through a transformation of displacements of the mid-surface of a layer to those on the mid-surface of the laminated composite shell structure. It can accurately model the overall displacements and interlaminar stresses of a laminated composite shell structures whose layers are perfectly (rigidly) bonded. The novelty of the present approach, however, lies in the fact that two different transformations are used so that interlaminar displacements as well as interlaminar stresses can be represented in the finite element model. The transformations allow for displacement mismatches across the normal direction of the layer interfaces (the normal mode of delamination) and between layers (the shear mode). As a result, the proposed methodology can be used to model the open and shear modes of delamination. A two-layered simply supported composite beam and a two-layered simply supported cross-ply square plate are then chosen for numerical studies. These examples demonstrate how the present approach can be applied to accurately model delamination phenomena such as shear slip and normal separation. The paper concludes with suggestions for future work.     

An improved zig-zag model for the bending of laminated composite shells

A simple layerwise higher-order zig-zag model is proposed for the bending of laminated composite shells. The model provides a cubic variation of both the in-plane displacements and the transverse shear stresses within each layer. As the displacement model satisfies the zero transverse shear stress conditions at the free surfaces, there is no need for the use of shear correction factors. By imposing the continuity of the in-plane displacements and the transverse shear stresses at the interfaces, the number of variables is shown to be the same as that given by the first-order shear deformation shell theory, irrespective of the number of layers considered. For the sake of consistency, all terms of the order of the thickness coordinate-to-radius ratio have been retained in the derivation of the governing equations. Numerical results for the cylindrical bending of thick, symmetric homogeneous orthotropic and three-layer laminated shells under sinusoidal loading show that the maximum transverse deflections and in-plane stresses are in good agreement with available exact elasticity solutions for radius-to-thickness ratios greater than or equal to four.     

含分层的压电材料层合板的自由振动分析

该文为含分层的压电材料层合板的自由振动分析提出了一种状态空间方法。首先通过压电材料的修正H-R (Hellinger-Reissner)变分原理和径向基函数推导了无网格状态空间列式。然后结合非线性弹簧层模型,导出了含分层压电材料层合板的三维模型。该模型的主要优点是:场节点数和背景网格数不随层合板的层数增加而增加;另一方面,通过设定弹簧的刚度值,非线性弹簧层既能保证非分层区域横向应力和位移的连续性,也能防止分层区域嵌入现象的发生。     

Delamination in composite plates: influence of shear deformability on interfacial debonding

An elastic interface model is introduced to investigate the effects of in-plane and out-plane shear stresses on interfacial debonding in laminated composite plates by means of the energy release rate concept. This is done by utilising an improved laminated plate model in which the Reissner–Mindlin kinematics type for each layers is coupled with an adhesion mechanism modelled by means of a linear interface model, acting in the opening and sliding failure mode directions. The problem is faced through an analytical solution procedure. Increasing the stiffnesses of the interface leads to restoring displacement continuity at the interface between layers and to recovering energy release rate components through the work performed by the singular stress field at the crack tip. In view of the great importance of shear deformation in laminated composite plates the effect of shear stresses on the mechanism of delamination are investigated pointing out new features which emerge from the interaction of normal and shear stresses acting on the transverse section near the crack tip. Several examples of mixed mode delamination schemes used in experimental applications are examined, showing the influence of transverse shear stresses in coupling with normal stresses on energy release rates determination.