磁悬浮运动演示仪

基于磁悬浮与电磁驱动原理研制了磁悬浮运动演示仪.该演示仪不仅可以演示磁悬浮运动,还可以开展多种相关实验探究.本文详细介绍了演示仪的设计与制作,并举例说明了利用该该仪器开展的探究活动.     

FREQUENCY-SHAPING LQR CONTROL OF WHOLE-SPACECRAFT VIBRATION ISOLATION PLATFORM BASED ON MR DAMPER1)

设计磁流变六杆隔振平台,以改善星箭界面低频振动环境.采用牛顿-欧拉法建立整星隔振平台动力学模型,利用固定界面模态综合法得到卫星和隔振平台动力学模型.由于星箭界面低频振动环境在特定频段存在振动量级较大的问题,采用频域加权LQR (linear quadratic regulator)方法,利用直接分解法扩展系统状态变量,进行磁流变阻尼器半主动控制系统设计.仿真结果表明,相对传统控制方法,频域加权LQR方法在特定频段减振效果明显改善,且在其他频段没有恶化,验证了算法有效性.     

菱形开孔剪切钢板阻尼器的形状优化研究

矩形钢板阻尼器在剪力作用下耗能腹板各处受力不均匀,部分区域率先进入塑性而破坏,造成材料浪费甚至阻尼器延性欠佳。为使剪切钢板阻尼器充分发挥材料性能,可将矩形腹板开菱形孔,形成中部菱形孔钢板阻尼器,或两端去除半菱形,形成X型钢板阻尼器。然而,孔洞最优形状鲜有研究,而形状优化方法也很少提及。为了使菱形开孔剪切钢板阻尼器达到更好的滞回性能,对中部菱形孔和X型两种腹板开孔形式的阻尼器进行形状优化。在与试验结果验证的基础上,基于ABAQUS软件平台建立有限元分析模型,利用PYTHON语言开发了一种脚本优化方法,并与软件优化模块对比,分析优化前后的塑性分布和滞回耗能。结果表明,优化后最大塑性应变减小,塑性分布更均匀,利用脚本方法优化后的滞回曲线更饱满,耗能更好,为菱形开孔剪切型阻尼器的设计和优化提供了参考。     

A method to solve the efficiency-accuracy trade-off of multi-harmonic balance calculation of structures with friction contacts

The steady-state nonlinear forced response of systems with frictional damping can be computed in the frequency domain through the Harmonic Balance Method (HBM). A critical point is the selection of the number of harmonic terms used to represent the solution. In linear systems, this number is easily determined by the harmonic content of the forcing function (e.g. mono-harmonic). However, if nonlinearities are present, higher order harmonics may need to be included to ensure a proper representation of friction forces and displacements, with a detrimental effect on the computational time.The paper presents a novel method to solve the efficiency-accuracy trade-off of harmonic selection for nonlinear systems. This method warns the user whenever the number of retained harmonic terms is inadequate. As a result, it enables the user to run the simulation with a low number of retained harmonics, e.g. designers are typically interested in the first harmonic of the solution. The calculation is repeated with a larger harmonic support only when strictly necessary to keep the error below a user-defined threshold.The method is first compared to existing adaptive HBM techniques, highlighting its novel contributions. It is then carefully validated against high-order multi-harmonic calculations and against direct time integration. Its performance in terms of accuracy vs. computational time is highlighted. The method is then implemented in a state-of-the-art numerical tool for the design of underplatform dampers for turbine blades. Finally, its outcome is compared with experimental results.     

中红外下半导体掺杂调制的表面等离子体透射增强效应

理论研究了平面电磁波通过n型重掺GaAs薄膜的透射谱.当GaAs薄膜两表面刻上亚波长的周期性沟槽结构时,透射谱在中红外波段出现了异常的透射增强现象.把这一现象归因于表面等离子体模式和波导模式的耦合.通过优化结构参数可以得到最大的透射效率.此外,发现随着掺杂浓度的升高,透射谱线中的透射峰逐渐向高频方向移动,最优化后透射峰值随掺杂浓度的升高而逐渐降低.这是由于掺杂浓度的改变,导致了不同的等离子体频率和电子碰撞频率,从而影响了激发模式和薄膜对电磁波的吸收. 关键词： 表面等离子体 掺杂半导体 增强透射 掺杂调制     

Design of a higher harmonic cavity for the SSRF storage ring

Higher harmonic cavity used in the third generation synchrotron light source increases the Touschek lifetime.The higher harmonic cavity of Shanghai Synchrotron Radiation Facility(SSRF)is a 1.5 GHz passive superconducting cavity.Its higher order modes(HOM)are extracted by a ferrite HOM damper out of the cryostat.Multi-cell cavity is chosen concerning the voltage.The harmonic cavity dynamics,beam dynamics with passive harmonic cavity and the design of single cell cavity are included in this paper.     

大跨度桥梁多模态耦合颤振DTMD控制研究

DTMD是一种具有双频率的调谐质量阻尼器,与普通TMD相比,可以同时实现对主梁竖向和扭转运动的控制,具有较高的控制效率。本文基于多模态耦合颠振理论,导出带有DTMD的桥梁颠振系统运动微分方程,采用PK—F法求解系统颠振运动微分方程,并编制了多模态耦合颠振DTMD控制和参效分析程序,以崖门斜拉桥为算例,分析了DTMD对桥梁颤振控制的有效性并与普通TMD进行了对比,计算结果表明与传统TMD相比,DTMD对桥梁颠振具有更高的控制效率。     

非线性子结构方法中实现对结构抗震措施阻尼器的数值模拟

应用子结构理论,对设置伸缩横缝的小湾高拱坝结构,分别就正常高水位常遇低水位两种水位工况,考虑坝体伸缩横缝在地震交变荷载作用下反复开合引起的缝面问滑移．接触等效应的影响,坝体一库水的相互作用而产生的动水压力的影响,对坝体的抗震性能进行了地震反应分析。对伸缩缝问设置阻尼器这一新的设计思想进行了可行性的研究,论证推导了阻尼器的计算模型,探讨了阻尼器对坝体结构抗震性能的影响。     

一种新型防屈曲-分阶段耗能剪切型阻尼器及其性能分析

为解决传统剪切型金属阻尼器耗能形式单一,剪切腹板易过早发生局部屈曲的问题,设计了一种新型防屈曲-分阶段耗能剪切型阻尼器。该阻尼器主要由剪切腹板和防屈曲耗能件组成,防屈曲耗能件分布于剪切腹板两侧,上下两端与固定架相连。为考察其耗能和防屈曲能力,本文以传统的剪切型阻尼器试验模型为参考,利用ABAQUS有限元分析平台建立了14组阻尼器数值模型,分析了防屈曲耗能件的截面形状、使用材料的类型及与固定架间的连接方式等对阻尼器性能的影响,并采用刚度退化系数和等效黏滞阻尼比为评价参数衡量新型阻尼器的抗震性能。结果表明,设置了防屈曲耗能件的新型阻尼器其剪切腹板的最大面外位移与传统阻尼器的比值低于1/4,防屈曲耗能件与剪切腹板的最大屈服位移比超过3∶1,可以有效防止剪切腹板过早发生屈曲,具备多阶段耗能的能力。相比于传统无防屈曲耗能件剪切型阻尼器,此类阻尼器耗能能力强、滞回性能稳定、具备较好的抗震性能,可以满足实际工程结构的抗震设计要求。     

A quasi-zero-stiffness isolator with a shear-thinning viscous damper

Quasi-zero-stiffness(QZS) vibration isolators have been widely studied,because they show excellent high static and low dynamic stiffnesses and can effectively solve low-frequency and ultralow-frequency vibration. However, traditional QZS(T-QZS)vibration isolators usually adopt linear damping, owing to which achieving good isolation performance at both low and high frequencies is difficult. T-QZS isolators exhibit hardening stiffness characteristics, and their vibration isolation performance is e...