埕岛油田卫星平台金属软管漏蚀问题的分析和对策

对埕岛油田卫星平台多年来一直存在的金属软管漏蚀问题进行分析,找出了导致金属软管漏蚀的主要原因,提出了相应的防治措施,主要有:在金属软管外部裹附橡胶垫,采用带弯头的减振金属软管,安装时金属软管的曲率半径要大于其最小弯曲半径等。通过采取一系列措施,解决了金属软管的漏蚀问题,达到了预期的效果。     

路用改性沥青的开发动向

介绍了橡胶改性沥青、树脂改性沥青、硫磺改性沥青、金属有机皂改性沥青、表面活性剂改性沥青等路用改性沥青的开发动向及应用。     

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.     

浅谈沥青混凝土桥面铺装

通过对钢筋混凝土桥面柔性铺装的早期病害及其产生原因的分析,从桥面设计、材料和施工三方面提出了预防措施,对混凝土桥面沥青铺装的设计与施工有重要的参考价值。     

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。     

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     

浅谈提高沥青路面平整度的施工措施

本文对施工过程中影响沥青路面平整度的原因进行了分析,提出了相应的施工措施。     

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.