Flexible microelectronics becoming a reality with Suftla transfer technology

Abstract— Suftla is a technology that is used to transfer polycrystalline silicon (polysilicon) thin‐film‐transistor (TFT) circuits from an original glass substrate to a plastic sheet. The electronic devices in the next generation will be thin, lightweight, and will handle huge amounts of data, yet consume less energy. Suftla technology, together with high‐performance polysilicon TFTs, meets all these requirements because we have developed a variety of smart flexible electronic devices, such as thin paperback‐sized displays and microprocessors. Suftla will usher in a new era of life‐enhancing flexible microelectronics.     

The peeling of flexible probabilistic fasteners

Probabilistic fasteners are attachment devices consisting of two elements each of which is covered by an array of outgrowths or protuberances which interact or interlock with those on the opposing surface to form a bond which can be made and detached many times. A number of peel tests are described in which the behaviour of such bonds, specifically those formed by Velcro® hooks and loops and Dual Lock®, has been explored. The value of the specific energy of detachment of such mechanically latched systems can be related to the geometry and material properties of the individual fixing elements. Similar arguments can be applied, both qualitatively and quantitatively, to some natural systems such as the spines on some cacti.     

柔性轧制Q390C和Q420C钢板生产实践

目前市场对中厚板的订单具有个性化和多样化的特点，而对于不同强度级别的钢板，化学成分设计往往是不同的，这样会增加不同钢坯冶炼之间衔接的时间及化学成分控制的难度，导致冶炼成本增加，工序复杂化。结合市场需求与生产实际，采用同一Q390低合金高强度钢板坯，通过不同的控轧控冷工艺，对Q390C和Q420C两种强度级别热轧钢板进行了试制。结果表明，通过控轧控冷技术，可以充分发挥细晶强化作用，采用同一Q390低合金高强度钢板坯实现了Q390C和Q420C两个强度级别热轧钢板的柔性生产。试制生产的两种钢板，强塑性及0 ℃冲击功均满足标准要求，Q420C钢板屈服强度达441 MPa以上，抗拉强度达579 MPa以上。采用柔性轧制技术，降低了Q420C高强钢板的生产成本。     

考虑塑性铰外移的钢框架梁柱连接设计

介绍美国联邦突发事件管理局 (FEMA)对 1 994年北岭地震中焊接钢框架节点破坏原因的正式解释 ,说明塑性铰外移的必要性。此外 ,还介绍了塑性铰外移的两种基本形式以及狗骨式 (RBS)连接的有关设计规定和适用条件 ,其设计方法可供我国工程设计人员参考。     

柔性单桩变形机理分析及沉降和承载力计算

在讨论桩的受力和变形机理的基础上 ,利用土力学理论和位移协调条件推导出了柔性单桩承载力和沉降计算公式。并通过一个工程实例 ,对所提出的计算公式进行了验证     

铰接顶梁接头模具的热处理

叙述了热锻模的工作条件及材料分析 ,对铰接顶梁接头模具的热处理工艺作了探讨。     

新岭大桥转体施工技术

新岭大桥采用有平衡重的平面转体法施工 ,这在我省尚属首例。施工中因地制宜采用拉链葫芦滑轮组进行牵引 ,仅用 3小时就使拱肋平稳、安全地转体就位 ,牵引施工获得成功 ,为我省的桥梁施工积累了经验 ,具有推广价值     

Computational Schemes for Flexible,Nonlinear Multi-Body Systems

This paper deals with the development of computational schemes for the dynamic analysis of flexible, nonlinear multi-body systems. The focus of the investigation is on the derivation of unconditionally stable time integration schemes for these types of problem. At first, schemes based on Galerkin and time discontinuous Galerkin approximations applied to the equations of motion written in the symmetric hyperbolic form are proposed. Though useful, these schemes require casting the equations of motion in the symmetric hyperbolic form, which is not always possible for multi-body applications. Next, unconditionally stable schemes are proposed that do not rely on the symmetric hyperbolic form. Both energy preserving and energy decaying schemes are derived that both provide unconditionally stable schemes for nonlinear multi-body systems. The formulation of beam and flexible joint elements, as well as of the kinematic constraints associated with universal and revolute joints. An automated time step selection procedure is also developed based on an energy related error measure that provides both local and global error levels. Several examples of simulation of realistic multi-body systems are presented which illustrate the efficiency and accuracy of the proposed schemes, and demonstrate the need for unconditional stability and high frequency numerical dissipation.     

SGCMGs驱动的挠性航天器有限时间自适应鲁棒控制

针对挠性航天器系统中同时存在单框架控制力矩陀螺群(Single gimbaled control moment gyroscopes, SGCMGs) 摩擦非线性、电磁干扰力矩、惯量摄动以及外部干扰等问题, 提出了一种有限时间自适应鲁棒控制(Finite-time adaptive robust control, FTARC) 方法. 针对系统中存在未知参数的情况, 分别设计自适应更新律, 使得控制器的设计不依赖参数信息, 同时减小外部干扰对系统的不利影响. 应用Lyapunov稳定性理论证明了闭环系统姿态角误差和姿态角速度误差可在有限时间内收敛到原点附近的邻域内. 仿真结果表明, 所提控制律可实现挠性航天器姿态快速机动, 并获得甚高指向精度.     

大采高采煤机挡矸装置的改进设计

分析了传统的大采高采煤机挡矸装置的结构原理、技术特点及存在的问题,提出了改进设计并进行了仿真分析。通过增加油缸数量、加强加厚顶护板、将刚性连接改为柔性连接、增设分流集流阀等手段,实现了对挡板的动态调节和支护,有效地提高了挡矸装置的可靠性和采煤机的开采效率。仿真结果表明,改进后的挡矸装置受力更均匀,挡板能承受的力更大。