Vibration characteristics of FGM circular cylindrical shells filled with fluid using wave propagation approach

The vibration characteristics of a functionally graded material circular cylindrical shell filled with fluid are examined with a wave propagation approach. The shell is filled with an incompressible non-viscous fluid. Axial modal dependence is approximated by exponential functions. A theoretical study of shell vibration frequencies is analyzed for simply supported-simply supported, clamped-simply supported, and clamped-clamped boundary conditions with the fluid effect. The validity and the accuracy of the present method are confirmed by comparing the present results with those available in the literature. Good agreement is observed between the two sets of results.     

Study on magneto–elastic–plastic deformation characteristics of ferromagnetic rectangular plate with simple supports

In this paper, the magnetic-elastic-plastic deformation behavior is studied for a ferromagnetic plate with simple supports. The perturbation formula of magnetic force is first derived based on the perturbation technique, and is then applied to the analysis of deformation characteristics with emphasis laid on the analyses of modes, symmetry of deformation and influences of incident angle of applied magnetic field on the plate deformation. The theoretical analyses offer explanations why the configuration offer- romagnetic rectangular plate with simple supports under an oblique magnetic field is in-wavy type along the x-direction, and why the largest deformation of the ferromagnetic plate occurs at the incident angle of 45°for the magnetic field. A numerical code based on the finite element method is developed to simulate quantitatively behaviors of the nonlinearly coupled multi-field problem. Some characteristic curves are plotted to illustrate the magneto--elastic-plastic deflections, and to reveal how the deflections can be influenced by the incident angle of applied magnetic field. The deformation characteristics obtained from the numerical simulations are found in good agreement with the theoretical analyses.     

Tuning of band gaps for a two-dimensional piezoelectric phononic crystal with a rectangular lattice

In this paper, the elastic wave propagation in a two-dimensional piezoelectric phononic crystal is studied by considering the mechanic-electric coupling. The generalized eigenvalue equation is obtained by the relation of the mechanic and electric fields as well as the Bloch-Floquet theorem. The band structures of both the in-plane and anti-plane modes are calculated for a rectangular lattice by the planewave expansion method. The effects of the lattice constant ratio and the piezoelectricity with different filling fractions are analyzed. The results show that the largest gap width is not always obtained for a square lattice. In some situations, a rectangular lattice may generate larger gaps. The band gap characteristics are influenced obviously by the piezoelectricity with the larger lattice constant ratios and the filling fractions.     

同向回转双机驱动振动系统的频率俘获

提出了改进小参数平均法,将两个转子的同步问题转化为相位差及平均转速扰动参量微分方程的零解存在与稳定性问题,得出了同步实现与稳定性条件,提出了频率俘获力矩的概念,解释了两个转子自同步的奇特现象.自同步产生于系统的运动选择动力学特征,即两偏心转子激励起机体的圆运动和绕质心的摆动运动,圆运动对频率俘获力矩贡献驱动相位差向π趋近,实现摆动运动;摆动运动对频率俘获力矩贡献驱动相位差向O趋近,实现圆运动.频率俘获力矩与两电动机的输出力矩之差的比值称为同步指数,实现同步条件为同步指数的绝对值大于1.当同步指数绝对值远大于1,摆动运动占优势时,系统实现圆运动;而圆运动占优势时,实现摆动运动.     

冲蚀地形上悬跨海底管线涡激振动试验研究

为了给海底管线服役期间的安全评估提供科学依据,基于水弹性相似关系,对海底管线服役期间常见水流环境条件下,冲蚀地形上悬跨弹性海底管线涡激振动进行试验研究.采用粘贴于管线内壁的应变片测量振动过程中的应变.通过与平底地形上相关研究结果进行对比分析发现:冲蚀地形上悬跨海底管线涡激振动强度与振动频率均受到冲蚀地形的影响;振动强度随水流折减速度的变化比平底地形要快,在相对冲坑长(悬跨长)L/D为20与L/D为35时涡激振动强度的差别较平底地形上悬跨管线要小得多;管线垂向振动频率随冲蚀地形冲坑长度的减少而增大;冲蚀地形上悬跨管线周围的斯特劳哈尔数St在0.21左右.比相同雷诺数下平底地形上悬跨管线周围St数略大.     

横向磁场中软铁磁薄板的物理非线性混沌振动

对处于横向均匀磁场中四边简支的软铁磁矩形薄板,在横向均布载荷作用下,考虑物理非线性和磁弹性耦合作用,由伽辽金法推导出磁弹性振动微分方程,求得了系统的异宿轨道参数方程,并根据Melnikov函数方法,推导并求解了振动系统异宿轨道的MelnikOV函数,给出了判断该系统发生Smale马蹄变换意义下混沌振动的条件和混沌判据.     

饱和粘弹性土层中悬浮桩的纵向振动

基于不可压饱和粘弹性多孔介质理论和一维杆件模型,利用虚拟土桩的概念,研究了不可缮压饱和粘弹性土层中悬浮桩纵向振动的动力刚度.通过势函数解耦和三角级数解法,得到了悬浮桩纵向谐调振动的半解析解和桩头动力刚度.在此基础上通过数值计算,研究了物性参数、几何参数等对刚度的影响,结果表明:悬浮桩纵向振动的动力刚度受桩长、土的软硬程度、激振频率等的影响,对比了细长桩和短粗桩的响应差异,这些结果可为悬浮桩-土相互作用的数值分析和工程设计提供参考.     

基于小波包能量谱爆炸参量对爆破振动信号能量分布的影响

基于现场实测爆破振动数据,根据爆破振动信号具有短时非平稳的特点,采用小波包分析技术对不同爆炸参量(爆心距、最大段药量和微差雷管段数)下产生的爆破振动信号进行小波包能量谱分析,获得了爆破振动信号不同频带的能量分布,研究了不同爆炸参量下的爆破振动信号能量分布特征,从爆破振动信号能量角度探讨了不同爆炸参量下爆破地震波的衰减规律,为研究爆破地震效应提供了一种新的分析技术。     

基于电磁感应的扭转振动测量方法

设计了一种基于电磁感应效应的转子扭转振动测量方法.该方法的思路是使线圈与永磁体做相对运动,根据线圈切割磁感应线的速度与感应电动势正相关的原理,由线圈两端的电压变化量计算各点的瞬时速度变化量,进而积分求出扭振信息.算法上采用半周期插值以及与标准信号进行对应点比较,保证了瞬时速度变化量的精确度.装置设计方面通过适当的空间布局,在一定程度上消除了轴向振动和部分横振的影响.实测验证表明,该方法得出了与输入载荷一致的扭振信息,具有精确性良好,安装简易,操作方便的特点.     

基于粗糙集模糊神经网络的爆破振动危害预测

为了探索一种能克服单因素预测的局限性、提高爆破振动危害预测精度的方法,基于粗糙集模糊神经网络理论,建立了综合考虑爆破振动幅值、主频率、主频率持续时间及结构动力特性等10个因素的民房破坏程度预测模型;用铜绿山矿爆破振动和民房破坏情况观测数据,对该模型进行了训练和测试,测试结果与现场观测结果具有良好的一致性。研究表明:粗糙集理论可将现场数据进行属性约简,简化输入变量,缩小神经网络的搜索空间,改善爆破振动的预测性能;基于粗糙集模糊神经网络理论的爆破振动危害预测模型,能更好地考虑各种因素对危害程度的综合影响,避免了单因素预测的局限性。