Crushing of conical composites shells: a numerical analysis of the governing factors

A numerical and experimental analysis comparing the influence of specimen geometry, material composition and loading conditions on the crushing response of truncated conical shells is presented. The analysis is based on a new multi-layered numerical modelling composed of shell and solid elements. A material model appropriate for balanced fabrics has been developed including in-plane failure, delamination failure and resulting degradation models.     

变厚度锥形壳的固有频率

 变厚度锥形壳体的固有频率使用有限元计算已无困难,但有限元法编制程序复杂、费时多。本文用半解析法,由锥形壳的基本方程导出等价的8个一阶微分方程,用数值积分方法得到变厚度锥形壳体的固有频率。方法简单,编程容易,计算精度已满足工程计算要求。     

圆柱壳体上环形焊缝焊接变形的数值分析

用数值方法研究了圆柱形筒体间环缝及圆柱形筒体与法兰对接后环缝引起的焊接变形，并与试验进行比较，研究结果表明：圆柱形壳体间的对接环缝对法兰平面倾斜没有明显的影响；使圆柱形壳体的径向产生变形；圆柱形壳体与法兰对接环形焊缝将引起壳体的径向变形及法兰平面度的变化；采用纵向收塑力对圆柱形壳体间对接和圆柱形壳体与法兰对接两种环缝进行有限元分析是可行的。     

Analysis of the effect of stiffener profile on buckling strength in composite isogrid stiffened shell under axial loading

In this paper, the buckling behavior of thin-walled GFRP cylindrical shells with triangular lattice patterned reinforcements formed by helical and circumferential ribs under axial force is analyzed. In this analysis, various models of composite isogrid stiffened cylindrical shells with outer diameter of 150 millimeters, shell thickness of 0.5 millimeters and height of 280 millimeters, stiffened with 6 helical and 2 circumferential ribs and all with the same material properties of shell and ribs are used. Ribs have constant section areas but different shapes and cross section profiles. The effects of these differences on buckling strengths of structures under axial load are studied. For analysis and modeling of structures, Finite Element Analysis method and ANSYS software were used. The results (elastic buckling load) for each model were derived and based on these results, ratio of buckling strengths to weight parameters were calculated for each model and were compared to results obtained from other models. The effect of profile of the ribs on the buckling of shells under axial loading can be concluded from the results. Results showed that stiffening the shells increased the buckling load from 10% up to 36% while decreased the buckling load to weight ratio to 42% up to 52% of an unstiffened shell.     

Nonlinear deformation and stability of supported oval cylindrical shells under torsion and bending with internal pressure

A problem of geometrically nonlinear deformation and stability of supported cylindrical shells with the oval cross-section contour is solved by the finite element method. The nonlinear deformation and stability of shells under combined loading by bending, torsion moments, transverse force and internal pressure are analyzed. The critical loads and buckling modes of shells are determined. The influence of deformation nonlinearity and shell ovality on critical loads is clarified.     

Analysis of nonlinear deformation and stability of reinforced elliptic cylindrical shells under bending with internal pressure

A finite element statement of solving problems on stability of reinforced elliptic cylindrical shells taking into account momentness and nonlinearity of their subcritical stress strain state is presented. The explicit expressions for displacements of noncircular cylindrical shell elements as rigid bodies are determined by integrating the equations obtained by equating the components of linear strains to zero. These expressions were used to construct the form functions for an efficient quadrilateral finite element of natural curvature. An efficient numerical algorithm of nonlinear deformation and stability of shells was developed. The stability of reinforced elliptic cylindrical shells under combined loading by bending moment, transverse boundary force and internal pressure is analyzed. We also examine how the critical loads are affected by the strain nonlinearity and ellipticity of shell deformation at the subcritical stage.     

基于固体壳单元的功能梯度材料板壳主动控制模拟仿真

基于假定自然应变法和加强假定应变法,推导了一用于压电层合FGM壳静、动态主动控制模拟的固体壳单元,该单元既可用做实体单元,又可模拟薄曲壳结构,在厚跨比非常小的情况下也能获得令人满意的精度.FGM壳的性能沿厚度方向按一定体积分数幂指数分布,并具有温度相关性,通过改变幂指数n,研究了组分材料体积分数对FGM壳力学性能的影响.采用闭环速度反馈控制算法来模拟压电层合FGM壳的静、动态响应的主动控制,算例表明了算法的有效性.     

基于混合率模型的功能梯度材料火箭壳体振动特性分析

为了研究功能梯度材料(Functionally Graded Material, FGM)火箭壳体的振动特性,本文发展了一种基于混合率模型的FGM材料性能计算方法。首先,对FGM壳体的材料分布特征进行了分析研究,建立了统一的材料公式模型,可表征材料性能沿厚度方向变化规律不同的多种FGM材料模型。其次,建立了FGM壳体材料的几何分层模型,基于混合率法则推导得到了宏观等效的正交各向异性材料性能参数表达式,并讨论了分层数对预测结果的影响。然后,将该方法用于带孔平板、圆柱壳体、锥形壳体和球形壳体的振动分析,计算结果与相关文献结果具有较好的一致性,最大误差不超过2.33%,表明本文方法具有较高的精度。最后,将本文方法成功用于FGM火箭壳体的振动特性分析,针对材料性能沿厚度方向的几种不同分布模式,计算了FGM火箭壳体的前10阶固有频率和振动模态。     

燃烧室突扩扩压器外壳形式对扩压器性能影响的试验研究

通过自行设计的带有前置扩压器及盲孔火焰筒的二元对称直壁短突扩扩压器模型试验件,和八种扩压器外壳结构,着重探讨了扩压器外壳形式的改变对扩压器总性能的影响规律。通过大量的试验,得出一些重要结论,这些结论对实用型突扩扩压器的最佳设计将具有一定的指导意义。试验中测定了火焰筒头部区域的压力分布及前置扩压器中的沿程压力分布,为短突扩扩压器流场数值计算提供了必要的验证数据。     

计算旋转薄壳自由振动的传递矩阵法

本文介绍了计算旋转薄壳自由振动的一种传递矩阵法。以计算截锥壳振动的传递矩阵公式为基础,通过适当的变换,进一步对一般旋转薄壳结构的固有频率及振型进行计算。     

A technique for calculating rational design parameters of a sandwich shell with account of thermoforce loading

A technique of determining the rational design parameters for a heated sandwich cylindrical shell under the action of external pressure impulse is presented. The load-carrying capacity of the shell is analyzed based on the nonlinear theory of thin elastic shells. The design parameters are optimized using the methods for nonlinear programming.     

Aerodynamic Characteristics of Thin Cylindrical and Conical Shells in the Incompressible Flow

The paper presents aerodynamic characteristics of thin cylindrical and conical shells in the incompressible flow. Experimental data and results of numerical simulation in the OpenFoam software are compared. It is shown that the aerodynamic characteristics of the thin shells differ from the aerodynamic characteristics of the corresponding solid bodies and depend on the shell geometry parameters.     

复合材料非对称正交层合薄壳固化变形研究

运用里滋法研究了复合材料正交层合薄壳固化变形。考虑几何非线性,建立了固化变形分析模型。探讨了不同铺层顺序对固化形状的影响。理论和实验结果吻合较好。基于理论模型的计算和实验均表明,薄壳不存在如同薄板那样的分岔现象。模型对薄壳的制造也具有指导意义     

均布载荷作用下正交各向异性圆锥扁薄壳的非线性稳定性问题

 本文研究了均布载荷作用下边缘可移夹支正交各向异性圆锥扁薄壳的轴对称屈曲问题。利用摄动法得到了临界载荷的近似解析表达式,对几种典型的纤维增强复合材料圆锥扁薄壳给出了数值结果和图表,可供工程应用参考。     

Nonlinear deformation and stability of discretely reinforced elliptical cylindrical shells under transverse bending and internal pressure

A finite element formulation of solving the stability problems for the discretely reinforced noncircular cylindrical shells is presented taking into account that their subcritical stress strain state is instantaneous and nonlinear. The author-developed finite elements for a natural-curved shell and the beam elements of reinforcements are used. A numerical algorithm to study the nonlinear deformation and stability of shells was developed. The stability of a stringer-stiffened cylindrical shell with an elliptical cross-sectional contour under transverse bending and internal pressure is examined. We also investigate the effect of internal pressure, ellipticity and nonlinearity of deformation, as well as of reinforcement discreteness and heterogeneity.     

A technique for calculating large deflections of nonshallow elastoplastic shells of revolution under nonaxisymmetric loading

A technique for calculating the geometrically and physically nonlinear stress strain state of nonshallow shells of revolution under the nonaxisymmetric wind-like loading is proposed. The calculation results for a semispherical shell with the central hole and rigidly fixed edges depending on the loading nonaxisymmetry, material characteristics and thickness are presented. We demonstrate not only quantitative but also qualitative influence of taking into account the factor of joint nonlinearity on the process of shell deformation.     

Nonlinear Deformation and Stability of Discrete-Reinforced Elliptical Cylindrical Composite Shells under Torsion and Internal Pressure

The problem of strength and stability of shells under torsion and internal pressure was solved. It was found out the influence of the internal pressure, ellipticity and nonlinearity of deformation on the critical buckling load of the shell.     

Research on Nonlinear Deformation and Stability of an Advanced Aircraft Fuselage Composite Section under Pure Bending

The finite element algorithm developed by the authors has been used for solving the strength and stability problems of shells. The effect of deformation nonlinearity, stiffness of stringer set, shell thickness on critical loads has been determined.     

离心通风器壳体失效分析

根据某发动机离心通风器6个故障件的破坏形貌分析结果以及简化模型的光弹性试验和有限元计算结果建立离心通风器壳体力学模型,并通过计算的名义应力探讨结构失效原因并提出排故措施。研究结果表明,由于壳体在油气混合环境中使用,其肋的转接台阶处具有高的应力集中、材料铸造表面粗糙、组织疏松等缺陷,助的截面尺寸公差太大等多种因素造成零件的可靠性降低。     

面向集中力扩散的回转曲面加筋拓扑优化方法

为了提高航天器回转曲面加筋型连接结构的集中力扩散效率,需要开展回转曲面加筋集中力扩散结构设计。传统放射肋设计方法普遍依赖设计经验、难以满足集中力高效扩散需求。因此,提出一种面向集中力扩散的回转曲面加筋拓扑优化方法。第1步,建立了一种基于各向异性过滤技术的集中力扩散拓扑优化方法,保证拓扑优化结果满足回转曲面加筋制造工艺要求;第2步,提出了一种基于网格变形技术的拓扑优化结果智能重构方法,可高效准确地对回转曲面加筋拓扑优化结果进行模型自动重构。基于所提出方法,以卫星平台对接环这种典型的回转曲面加筋壳为对象开展算例研究,并将优化结果与传统放射肋设计结果进行对比。结果表明,所提出的优化方法可得到加筋构型清晰、满足回转曲面加筋制造工艺要求的优化结果,且具有集中力扩散效率高、网格质量依赖性低、拓扑特征重构高效等优点。