非均质芯夹层梁随机振动分析的双尺度均匀化-切比雪夫方法

Two-scale homogenisation-Chebyshev method for stochastic vibration analysis of heterogeneous core sandwich beams

  • 摘要: 多孔非均质结构因其独特的力学性能而备受关注。特别是由上下两层蒙皮与中间非均质芯层粘接而成的轻质夹层梁在航天、航海以及轨交工程领域具有巨大的应用价值。针对在上述领域环境中所面临的随机动力载荷问题,本文提出一种双尺度均匀化-切比雪夫方法研究其随机振动特性。首先采用双尺度分析方法中的渐进均匀化法获得非均质芯层的有效材料特性,其次基于三维线弹性理论建立其动能、应变能、层间耦合势能外部激励功,并结合虚拟弹簧技术建立边界势能,进而获得整体拉格朗日能量泛函。最后利用切比雪夫多项式表征各位移分量,并将其代入泛函进行变分,从而获得夹层梁的振动方程。通过与文献、有限元及实验结果进行对比,验证了所提出方法的适用性和准确性,并进一步研究了芯层结构的几何参数对随机振动特性的影响。

     

    Abstract: Porous heterogeneous structures have attracted much attention due to their unique mechanical properties. In particular, lightweight sandwich beams composed of upper and lower skins bonded to a heterogeneous core layer have significant application value in aerospace, marine, and rail transit engineering. To address the issue of random dynamic loads encountered in these fields, this paper proposes a dual-scale homogenisation-Chebyshev method to study their random vibration characteristics. Firstly, the asymptotic homogenisation method in dual-scale analysis is used to obtain the effective material properties of the heterogeneous core layer. Secondly, based on three-dimensional linear elasticity theory, the kinetic energy, strain energy, interlaminar coupling potential energy, and external excitation work are established, and the boundary potential energy is constructed using the virtual spring technique, thereby obtaining the overall Lagrangian energy functional. Finally, Chebyshev polynomials are used to represent each displacement component and substituted into the functional for variation to obtain the vibration equations of the sandwich beam. Comparison with literature, finite element, and experimental results verifies the applicability and accuracy of the proposed method, and the influence of the geometric parameters of the core structure on the random vibration characteristics is further investigated.

     

/

返回文章
返回