Cr—Mo钢碳膜萃取复型最佳规范探讨

本文针对一段超期服役的21/4Cr-1Mo 钢再热蒸汽管道及其焊接接头,采用化学和电化学两种浸蚀方法,分别制备了不同浸蚀规范下的碳膜萃取复型样品,并通过 TEM 观察,确定了样品制备的最佳规范.     

高速铁道车辆蛇行脱轨安全性评判方法研究

通过建立轮轨三维几何接触模型、整车动力学分析模型和轮轨碰撞模型,分析高速铁道车辆蛇行失稳后的蛇行脱轨过程及其影响因素.高速铁道车辆的蛇行脱轨过程是一个爬轨和跳轨并存的复杂过程,轮对的名义冲角和有效冲角分别对准静态的爬轨和动态的跳轨起着重要影响作用;随着轮对横移速度的增大、轮轨摩擦系数以及车轮垂向载荷的减小,车轮的跳轨高度越大;横向蠕滑力在整个蠕滑力中所占比例以及轮对横向运动能量越大,车辆越容易脱轨.因此高速铁道车辆的蛇行脱轨安全性应根据轮对横移速度限值并考虑车辆的横向运行稳定性进行评判.当高速铁道车辆分别表现为“超临界”和“亚临界”的蛇行失稳极限环分岔形式时,可分别采用转向架横向加速度移动均方根值方法和转向架横向加速度限值对其横向运行稳定性进行评判.     

Criteria of human-computer interface design for computer assisted surgery systems

In recent years, computer assisted surgery (CAS) systems become more and more common in clinical practices, but few specific design criteria have been proposed for human-computer interface (HCI) in CAS systems. This paper tried to give universal criteria of HCI design for CAS systems through introduction of demonstration application, which is total knee replacement (TKR) with a nonimage-based navigation system. A typical computer assisted process can be divided into four phases: the preoperative planning phase, the intraoperative registration phase, the intraoperative navigation phase and finally the postoperative assessment phase. The interface design for four steps is described respectively in the demonstration application. These criteria this paper summarized can be useful to software developers to achieve reliable and e?ective interfaces for new CAS systems more easily.     

基于电化学综合法的混凝土中钢筋锈蚀检测与评价

通过室内试验和工程实际应用,研究了基于电化学综合法的混凝土结构中钢筋锈蚀检测与评价技术。首先通过3组试件试验研究不同腐蚀条件、不同测试条件对混凝土电阻率、半电池电位和腐蚀电流密度3种电化学检测结果的影响规律,得到电化学综合法检测混凝土中钢筋锈蚀状况的递进式评定准则。以某高桩码头检测项目为依托,采用电化学综合法对混凝土中钢筋锈蚀状况进行检测,并根据该递进式评定准则对钢筋锈蚀情况进行综合评价。结果表明,基于电化学综合法的混凝土中钢筋锈蚀检测与评价技术可有效提高钢筋锈蚀状况检测的准确性和可靠性。     

水面舰船总强度标准应用研究

由于现有国内水面舰船设计规范仅适用于船长160m以下的舰船,有必要提出适用于船长160m以上的水面舰船结构设计标准,本文着重讨论了水面舰船总强度标准,综合分析和比较了现行规范对总强度的相关规定,并在整船三维有限元强度分析的基础上提出了当船长超过160m并接近200m时船体的总强度标准的建议,最后给出了设计目标船的结构设计校核应用实例.     

碰撞脱轨事故下高速列车横向限位装置动力学特性及结构强度研究

基于试验和仿真分析对横向限位装置在列车碰撞事故下的动力学响应特性以及结构强度进行研究.仿真与试验结果表明:横向限位装置结构可靠且能够对列车碰撞脱轨事故进行防治.建立动力学仿真模型对横向限位装置的工作模式进行分析,在碰撞引起脱轨的过程中横向限位装置可以有效地分担轮轨横向力并制止车轮的爬轨趋势.通过有限元分析对该装置的结构...     

基于位移的整体桥混凝土桩基抗震设计准则

实际工程中的整体桥常采用柔性桩基础吸纳温度或地震作用下产生的水平往复变形.为研究整体桥桩基的抗震性能和变形能力等,开展多种类型桩基的拟静力试验研究,分析比较不同类型桩基的破坏模式、水平变形与承栽能力、应变与弯矩分布规律等.研究结果表明:钢筋混凝土 RC桩和PHC管桩的破坏位置随配筋率和预应力度的增加而加深,桩-土相互作...     

Comparison of vibration response prediction on the main deck of a catamaran using experimental,numerical and correlated mode shapes

This work analyses the influence of three types of modal matrices on the prediction of vibration response (virtual sensing), at unmeasured degree of freedoms (DOFs), on a catamaran’s main deck: (1) uncorrelated finite element (FE), (2) correlated FE and (3) experimental modal matrices.A multi-objective genetic algorithm (MOGA) framework was developed to handle the optimization and prediction processes. This framework introduces a new metric called Time–Frequency-Error Response Assurance Criteria (TFERAC) to assess the prediction quality. This metric also allows estimating the best set of modal acceleration vectors, which is a critical step in the virtual sensing process.As a case study, only 06 accelerometers and 13 vibration modes (within each modal matrix) were used in the virtual sensing. The MOGA framework’s performance was evaluated using a variance analysis test (ANOVA) between measured and predicted response signals.Results showed that: (1) any one of the modal matrices could be used successfully for virtual sensing on the main deck, that is, there is no need to use correlated FE or experimental modal matrices; (2) the newly proposed metric TFERAC leads to smaller errors in the prediction of both vibration time series and vibration spectra;(3) it is possible to perform a virtual sensing on a ship’s main deck using a limited number of sensors and a numerical modal matrix without being correlated with experimental data.     

罗泾港区二期工程矿石堆场堆取料机基础设计

由于工期限制,罗泾港区矿石堆场堆取料机基础建在使用期持续沉降变形(3 m左右)的软弱地基上。针对使用期地基沉降变形,设计了使用期可调整的堆取料机基础结构,并给出了堆取料机基础使用期验评标准。设计认为传递到深层土体的堆场矿石荷载是平衡的,皮带机系统轴线水平位移是由于传递到上层土体的堆场矿石荷载不平衡导致上层土体变形而产生的,提出加筋垫层可以消除皮带机系统轴线横向变形。     

Parametric method for the assessment of fatigue damage for marine shaft lines

An original parametric method is introduced for the assessment of the fatigue life of marine shaft lines. The particularity of the method lies in the fact it introduces a relevant load modelling around a limited number of parameters specific to marine shaft lines while depicting the loading complexity (multiaxiality, mean stress effect, non-proportionality of the loading path). The method is designed to allow for assessments, in both in-use and pre-design phase shafts, towards a particular fatigue damage mode. The observations made in this study show two damage modes. On one hand, a damage mode issued from multiaxial cycles and associated with ship maneuvers, corresponding to HCF regime. On the other hand, there is a damage mode in the VHCF regime resulting from bending stress cycles due to the structure rotary bending.