Symplectic analysis for elastic wave propagation in two-dimensional cellular structures

On the basis of the finite element analysis, the elastic wave propagation in cellular structures is investigated using the symplectic algorithm. The variation principle is first applied to obtain the dual variables and the wave propagation problem is then transformed into two-dimensional （2D） symplectic eigenvalue problems, where the extended Wittrick-Williams algorithm is used to ensure that no phase propagation eigenvalues are missed during computation. Three typical cellular structures, square, triangle and hexagon, are introduced to illustrate the unique feature of the symplectic algorithm in higher-frequency calculation, which is due to the conserved properties of the structure-preserving symplectic algorithm. On the basis of the dispersion relations and phase constant surface analysis, the band structure is shown to be insensitive to the material type at lower frequencies, however, much more related at higher frequencies. This paper also demonstrates how the boundary conditions adopted in the finite element modeling process and the structures＇ configurations affect the band structures. The hexagonal cells are demonstrated to be more efficient for sound insulation at higher frequencies, while the triangular cells are preferred at lower frequencies. No complete band gaps are observed for the square cells with fixed-end boundary conditions. The analysis of phase constant surfaces guides the design of 2D cellular structures where waves at certain frequencies do not propagate in specified directions. The findings from the present study will provide invaluable guidelines for the future application of cellular structures in sound insulation.     

夹层梁低速冲击下的接触定律与结构响应

在考虑面板面内拉伸刚度等非线性因素的基础上，将夹层梁上面板视为弹塑性地基上的梁， 由其平衡方程推导准静态压入接触定律. 进而研究了底面固定于刚性平面的夹层梁的低速冲 击响应，验证了所推导的准静态压入接触定律在低速冲击下依然足够精确. 最后，用能量 守恒模型，离散模型和连续模型分析了两端简支夹层梁的低速冲击响应以及接触持续时间. 同时讨论了冲头与夹层梁质量比和初速度对结构响应以及分析模型适用性的影响. 理论分析 结果与数值模拟结果比较表明：推导的接触定律是准确有效的. 给定初速度，质量比很 小时，只有连续模型有效，而当质量比较大时3种模型均有效；给定质量，初速度较大时只 有连续模型比较有效. 连续模型预测的接触持续时间与初速度无关.     

第十一届全国周培源大学生力学竞赛个人赛命题总结

对第十一届全国周培源大学生力学竞赛个人赛命题进行了总结,介绍了理论力学和材料力学的命题思路,并提出了一些建议。     

Critical velocity of sandwich cylindrical shell under moving internal pressure

Critical velocity of an infinite long sandwich shell under moving internal pressure is studied using the sandwich shell theory and elastodynamics theory. Propagation of axisymmetric free harmonic waves in the sandwich shell is studied using the sandwich shell theory by considering compressibility and transverse shear deformation of the core, and transverse shear deformation of face sheets. Based on the elastodynamics theory, displacement components expanded by Legendre polynomials, and position-dependent elastic constants and densities are introduced into the equations of motion. Critical velocity is the minimum phase velocity on the desperation relation curve obtained by using the two methods. Numerical examples and the finite element （FE） simulations are presented. The results show that the two critical velocities agree well with each other, and two desperation relation curves agree well with each other when the wave number k is relatively small. However, two limit phase velocities approach to the shear wave velocities of the face sheet and the core respectively when k limits to infinite. The two methods are efficient in the investigation of wave propagation in a sandwich cylindrical shell when k is relatively small. The critical velocity predicted in the FE simulations agrees with theoretical prediction.     

第十一届全国周培源大学生力学竞赛“理论设计与操作”团体赛命题和竞赛总结

对第十一届全国周培源大学生力学竞赛``理论设计与操作'团体赛的命题思路、竞赛过程进行了总结,并提出了相关的建议。     

多源激励下双层隔振浮筏系统的线谱混沌化

采用混沌化技术可以重构水下航行器的水声线谱特征,改善隐声性能.基于这一特殊应用背景,研究了多源激励下双层隔振浮筏系统的非线性时延反馈混沌化问题.在二维简化浮筏系统模型的基础上,完整地呈现了非线性时延反馈控制的线谱混沌化方法,为隔振浮筏的线谱混沌化设计提供了标准流程.仿真结果表明了该方法的可行性,探讨了多源激励条件下控制增益、时延和反馈频率等控制参数对系统混沌化效果的影响,并与单源激励进行了对比分析.     

一类准零刚度隔振器的分段非线性动力学特性研究

建立了一类带有滚轮装置的准零刚度隔振系统的分段非线性动力学模型,利用平均法对系统在基础激励下的动力学特性进行了理论分析,得到了系统主共振响应的一次近似解析解.利用数值方法对动力学方程求解,验证了平均法求解此类分段非线性动力学问题的有效性.进一步,讨论了激励幅值、阻尼对系统响应的影响,利用位移传递率评估了隔振系统的隔振性能.结果表明,激励幅值和阻尼对系统响应具有显著影响:激励幅值较小时,该准零刚度隔振系统的隔振性能明显优于相应的线性系统;而随激励幅值增大时,其隔振性能变差,但最多与线性系统相当,而不会变得更差,此特征优于传统准零刚度隔振系统.     

Symplectic analysis for wave propagation in one-dimensional nonlinear periodic structures

The wave propagation problem in the nonlinear periodic mass-spring structure chain is analyzed using the symplectic mathematical method. The energy method is used to construct the dynamic equation, and the nonlinear dynamic equation is linearized using the small parameter perturbation method. Eigen-solutions of the symplectic matrix are used to analyze the wave propagation problem in nonlinear periodic lattices. Nonlinearity in the mass-spring chain, arising from the nonlinear spring stiffness effect, has profound effects on the overall transmission of the chain. The wave propagation characteristics are altered due to nonlinearity, and related to the incident wave intensity, which is a genuine nonlinear effect not present in the corresponding linear model. Numerical results show how the increase of nonlinearity or incident wave amplitude leads to closing of transmitting gaps. Comparison with the normal recursive approach shows effectiveness and superiority of the symplectic method for the wave propagation problem in nonlinear periodic structures.     

类桁架夹层板的等效弹性常数研究

从应变能等效出发,将具有周期性分布的夹层板的类桁架夹芯与各向异性连续材料等效,给出了相应的宏观等效弹性常数,进而用有限元方法计算了实际夹层板和等效夹层板的结构响应,用一个算例证明了该文方法的有效性.通过对类桁架夹芯的等效弹性常数的计算,结果表明该文方法可以得到较为准确的等效弹性常数,且较其它类型的均匀化方法大大降低了计算量.     

夹层圆柱壳在移动内压作用下的临界速度研究

基于夹层壳理论和三维弹性动力学理论,研究了无限长夹层圆柱壳在移动内压作用下的临界速度.首先,基于夹层壳理论,考虑夹芯的压缩和剪切变形以及面板的剪切变形,研究了轴对称简谐波在无限长夹层圆柱壳中的传播问题;其次,基于三维弹性动力学理论,将位移变量用Legendre正交多项式系表示,同时引入位置相关函数,将求解导波问题化为简单的特征值问题.利用这两种方法得到了最低模态的频散曲线,最小相速便是内压移动的临界速度.最后,用算例和数值模拟来验证方法的有效性.结果表明,两种理论得到临界速度吻合得较好;当波数较小时,两种理论得到的频散曲线吻合得很好,当k→∞时,夹层壳理论和弹性动力学理论得到的极限相速分别趋于面板和夹芯的剪切波波速.波数较小时,两种理论分析夹层圆柱壳的导波问题是有效的.数值模拟预测的临界速度与理论分析的结果吻合得很好.