多铺层碳纤维蜂窝板模型修正

 蜂窝板是现代飞行器的主要承力结构,通过分析各形式响应面适用范围,提出Linear-and-Gaussian组合核支持向量机(SVM)响应面和基于分组控制策略的改进粒子群优化(IPSO)算法。用ANSYS的SHELL91单元建立多铺层碳纤维蜂窝板的有限元模型(FEM),并通过正交试验设计和F值检验确定待修正结构参数,构造Linear-and-Gaussian响应面以拟合待修正结构参数与蜂窝板模态频率的关系并检验响应面模型有效性。最后,用基于分组控制策略的IPSO算法对响应面模型中的结构参数进行修正,修正后参数代入原有限元模型得到修正模型。通过对修正前后模型模态频率与基准模型模态频率在测试频段内外的对比,证实了修正后模型具有良好的复现能力和预测能力。     

带有典型缺陷的金属蜂窝夹层结构的剩余强度研究

通过对带有典型缺陷的薄壁高温合金蜂窝夹层结构进行侧拉伸和侧压缩、平压缩和三点弯曲等力学性能测试,得到了带有不同缺陷形式的结构在不同载荷形式下结构剩余强度随着缺陷尺寸增大的变化规律.得到的结论为薄壁高温合金蜂窝夹层结构的服役可靠性及其损伤容限体系的建立奠定了必要的实验研究基础.     

一体化、轻量化卫星承力筒的研究

承力筒是卫星结构的关键部件。文章首先介绍了一种轻量化的蜂窝夹层结构承力筒,一体化设计了柱段和锥段,优选了蒙皮铺层;随后详细阐述了承力筒的主要工艺流程,给出了制造结果;在通过模态试验、振动试验等验证后,该承力筒成功地应用于某卫星上。最后,文章给出了该承力筒研制成功的重要意义。     

压缩载荷下夹层结构斜坡过渡区域性能分析

建立了泡沫夹层结构斜坡过渡区域的三维(3D)有限元模型,进行了斜坡过渡区域的坡度角分析优化。基于有限元分析软件MSC.Patran/Nastran,建立了考虑斜坡过渡区面板铺层递减的泡沫夹层结构的有限元模型,研究了结构在单轴压缩载荷作用下的力学行为,进一步讨论了坡度角对于夹层结构过渡区域结构强度和稳定性的影响规律。研究结果表明,泡沫夹层结构坡度角在25°~30°时能够达到提高结构承载能力及减轻结构质量的双重目的。     

Experimental study of partially-cured Z-pins reinforced foam core composites：K-Cor sandwich structures

This paper presents an experimental study of a novel K-Cor sandwich structure rein- forced with partially-cured Z-pins. The influence of pultrusion processing parameters on Z-pins characteristics was studied and the effect of Z-pins on mechanical properties was disclosed. Differential scanning calorimetry （DSC） and optical microscopy （OM） methods were employed to determine the curing degree of as-prepared Z-pins and observe the implanted Z-pins in the K-Cor structure. These partially-cured Z-pins were treated with a stronger bonding link between face sheets and the foam core by means of a hot-press process, thereby decreasing burrs and cracking defects when the Z-pins were implanted into the Rohacell foam core. The results of the out-of-plane tensile tests and the climbing drum peel （CDP） tests showed that K-Cor structures exhibited superior mechanical performance as compared to X-Cor and blank foam core. The observed results of failure modes revealed that an effective bonding link between the foam core and face sheets that was provided from partially-cured Z-pins contributed to the enhanced mechan- ical performances of K-Cor sandwich structures.     

碳纤维增强点阵夹芯结构的屈曲强度

考虑到点阵芯层的结构形式及杆单元以拉压为主的变形模式,基于连续介质等效理论,提出了一种全新的位移场假设,并以此编写了计算点阵夹芯复合材料屈曲强度的有限元程序.通过与不同试样的压缩试验的比较,对碳纤维增强点阵夹芯结构的屈曲行为进行了分析,并且验证了程序的有效性.同时,采用程序,讨论了点阵参数(包括杆单元长度、半径及倾斜角)对点阵夹芯复合材料结构屈曲强度的影响规律.结果表明:芯层体积分数相同的情况下,金字塔型和四面体型点阵夹芯结构的屈曲强度相差不大,后者略高.所得结论对点阵夹芯复合材料结构设计具有一定的指导意义.      

曲面夹层结构成形压力和反弹分析

针对曲面夹层结构制造过程中的力学问题,分析了制造过程中曲面夹层结构的刚度变化,说明了曲面夹层结构的成形机理并给出了刚度计算公式.讨论了曲面夹层结构成形压力的计算方法,使用板壳理论推导出了小曲率曲面夹层结构的成形压力计算公式,给出了算例和计算结果.讨论了曲面夹层结构反弹的计算方法,给出了小曲率曲面夹层结构的反弹计算公式和算例的计算结果.分析了普通蜂窝、柔性蜂窝和微型桁架的变形特点,提出了曲面夹层结构夹芯的选择原则.     

Reduction of vibration by periodically stitched sandwich panel

This work reveals that the addition of periodically distributed stitches to sandwich structure enables a significant reduction of vibration in stop-band and this new functionality is systematically investigated. Firstly, a finite element model which is capable of taking into consideration the three layers of the sandwich as well as the stitches is developed. The diagram of dispersion is calculated by applying Floquet-Bloch theorem to the boundaries of unit cell. With properly chosen properties of stitches, a stop-band for flexural wave is observed. This stop-band is further confirmed by the forced response of a large stitched sandwich panel under point excitation. The level of vibration in the stop-band is significantly reduced. The influence of the stitch rigidity and density on upper and lower limits of stop-band is also examined, which confirms that stitched sandwich can be tuned to mitigate vibration in a certain frequency band with appropriate stitch properties. These investigations have demonstrated the potential application of stitched sandwich in the area of vibration reduction.     

带隔热层蜂窝夹层结构的超高速撞击特性研究

带隔热层的蜂窝夹层结构是航天器常用的结构材料。针对带隔热层蜂窝夹层结构开展了超高速撞击试验研究和数值模拟。通过试验获得了带隔热层蜂窝夹层结构的弹道极限方程,并利用该方程计算了带隔热层前板的等效厚度;同时采用光滑质点流体动力学(SPH)和有限元(FE)耦合的方法,对蜂窝夹层结构的超高速撞击过程进行了数值模拟,模拟结果表明:蜂窝芯限制了碎片云的径向膨胀,碎片云轴向流的导流和分流作用。     

软芯三明治梁受移动点载荷作用的动力响应

为了得到软芯三明治梁在移动集中载荷下的动力响应,基于扩展的高阶三明治梁理论和Hamilton原理,建立了任意节点的弱形式求积三明治梁单元,利用微分求积法的权系数显式表达式给出了单元刚度矩阵和质量矩阵的公式,并验证了刚度矩阵和简化质量矩阵的正确性和方法的有效性,结果表明弱形式的求积单元法具有精度和计算效率高的优点。然后,采用中心差分法首次给出了两端固支软芯三明治梁在移动集中载荷作用时的动力响应。本文的研究拓展了弱形式求积法的应用范围。