柔性对称微位移放大机构性能分析方法的研究

柔性铰链微位移放大机构的性能分析,通常采用柔度静力学分析方法,该方法分析过程复杂,柔度计算量大.为此,提出一种新的分析方法,将柔性铰链转换为刚性铰链并在其上加一等效刚度系数为k的扭簧,采用虚功原理对机构进行分析求解,推导出微位移放大机构输入位移、输出位移的计算式,进而求得机构的放大比.采用上述方法对柔性八杆对称微位移放大机构进行性能分析,将所得的分析结果与柔度静力学分析法、有限元分析法的分析结果进行对比,三者具有很好的一致性,验证了该方法的正确性.该方法充分利用了机构的对称性,使得分析求解过程得到了很大程度的简化.     

新型二自由度微动工作台的设计和有限元分析

介绍了一种无耦合运动的二自由度微位移工作台,该结构便于微位移工作台尺寸的小型化。文中推导了工作台载荷与位移的关系式;采用有限元的方法对工作台三维模型进行仿真计算,得到该工作台对应于载荷的位移和应力值。有限元计算的结果和推导公式的计算结果相吻合。     

A macroscopic approach for seismic damage transition within reinforced concrete wall–frame structures

The damage models proposed to date fail to identify the damage transition within one typical dual structural system, that is, wall–frame structures, under strong earthquakes. It's conceptually promising to combine a macroscopic global damage model physically with a simplified structural model that can characterize the interaction mechanism between the frame part and wall part of the structures. Thus, a macroscopic approach, with the integration of a macroscopic global damage model and a generalized shear–flexure coupled model, is proposed to have a closer insight into the damage transition within the wall–frame structures. The relation between the stiffness ratio and the ratio of vibration periods is established by introducing two stiffness‐based damage indicators and modal damage indexes. By this relation and the stiffness degradation in the frame part and wall part, the correlations between the modal damages, global damage, and the damages of the two parts are clarified. The combination of the damage indicators of the two parts with global damage is proved to be capable of capturing the damage transition during the dynamic redistribution of internal forces. The case study indicates that the damage predictions of the wall–frame structures are consistent with the interstory drift and proportions of failed components. The comparative study implies the efficiency of strengthening the link beams.     

Mode II Fracture Toughness of a Brittle and a Ductile Adhesive as a Function of the Adhesive Thickness

The main goal of this study was to evaluate the effect of the thickness and type of adhesive on the Mode II toughness of an adhesive joint. Two different adhesives were used, Araldite ® AV138/HV998 which is brittle and Araldite 2015 which is ductile. The end notched flexure (ENF) test was used to determine the Mode II fracture toughness because it is commonly known to be the easiest and widely used to characterize Mode II fracture. The ENF test consists of a three-point bending test on a notched specimen which induces a shear crack propagation through the bondline. The main conclusion is that the energy release rate for AV138 does not vary with the adhesive thickness whereas for Araldite 2015, the fracture toughness in Mode II increases with the adhesive thickness. This can be explained by the adhesive plasticity at the end of the crack tip.     

一种低耦合位移动镜支撑机构静动态性能分析

为控制FTIR光谱仪中迈克尔逊干涉仪的动镜做一维的精密直线运动,研究了一种低耦合位移的动镜支撑机构。利用单平行和双平行四杆机构的优点,基于柔性铰链设计了一种动镜支撑机构。根据材料力学及机构动力学理论,对基于压电陶瓷（PZT）驱动器驱动的动镜支撑机构系统的静、动态性能进行了分析。仿真结果表明,低耦合位移动镜支撑机构在外力对称作用时无垂直耦合位移,在外力偏移1 mm非对称作用时其耦合转角的数量级（以度为单位）为10-6;在输出相同位移时,动镜机构的最大应力约为双平行四杆机构的0.5倍;动镜机构的基频f为211.3 Hz,PZT驱动器和动镜机构构成的机电系统的固有频率fn为823.7 Hz,fn约为f的4倍,满足动镜支撑机构系统的动态性能要求。该研究为后续的进一步研究打下了基础,具有一定的工程价值及理论指导意义。     

预应力FRP抗弯加固混凝土梁性能研究

采用嵌入式CFPR筋和外贴碳/玄武岩纤维混杂布加固混凝土梁,设计比较了对加固材料施加预应力后的增强效果,共进行了6根梁的4点弯曲试验,并就计算结果和试验结果进行了验证,提出了设计方法.结果表明：相比于无预应力加固,施加预应力后能够进一步提升梁的开裂荷载和屈服荷载,并提高梁的服役性能.计算结果和试验结果比较吻合.     

双曲余弦柔性铰链转动刚度及其参数关系的研究

柔性铰链以其独特的性能在微动机器人领域有着广泛的应用,而刚度是柔性铰链的最主要性能之一。以力学公式和微积分为基础,推导出了双曲余弦柔性铰链的转动刚度及其系数表达式。应用matlab软件编程计算得出柔性铰链的转动刚度与其自身各结构参数的关系。     

柔性铰链设计与CAE验证

柔性铰链设计依赖于预期使用要求、塑料材料及注射加工过程,为此探讨了完全弹性、完全塑性、弹塑性柔性铰链几何设计的理论公式,分析了注射加工对柔性铰链弯曲寿命的影响。通过实际案例,采用模流分析软件预测了注射加工中不同模具设计对柔性铰链弯曲寿命的影响。     

全柔性机构与MEMS

柔性机构是一种新型机构。首先描述了柔性机构和全柔性机构的概念及特点,论述了它们与MEMS之间的关系。然后详细介绍了全柔性机构在MEMS领域内包括微装配、微操作等应用背景下的状况及前景。最后就对全柔性机构研究中的几个关键技术问题如机构的分析、设计及加工,柔性铰链的选择与设计,驱动器的选择及设计等进行了探讨。