刚性自锁式预应力CFRP板加固RC梁抗弯性能试验研究北大核心

为了评估预应力CFRP板加固梁在静载和疲劳荷载作用下的加固效果,对预应力CFRP板加固混凝土梁抗弯性能进行了试验研究。采用刚性自锁式锚固系统将预应力CFRP板锚固于混凝土梁底,共设计试验梁3根,采取四点弯加载方式进行承载力及疲劳试验,1根试验梁未加固,1根用于承载力试验,1根用于疲劳试验,对比研究3根试验梁的承载力与疲劳性能。试验结果表明:采用预应力CFRP板对钢筋混凝土梁进行抗弯加固是一种有效的加固方式,加固后试件开裂荷载提升明显,裂缝分布更加密集;加固后构件承载力提高32%以上,延性有所下降;刚性自锁式锚固系统可以实现正常使用阶段对预应力CFRP板的有效锚固,且具有良好的抗疲劳性能。     

特雷克斯南方路机节能环保型柴电两用履带移动颚式破碎机组——J-1175E亮相北京密云

特雷克斯南方路机J—1175E型柴电两用履带移动颚式破碎机,是特雷克斯南方路机根据不断变化的市场需求及环境因素的考虑,推出的一款新产品。该设备产量高、性能好,在保留原有的TEREX JW42主机和重型振动篦条给料机的同时,小型柴油发动机只负责驱动履带行走和设备伸展折叠,设备到达工地就位后外接电源,电力驱动破碎主机、给料机、皮带机、除铁器等运行生产。产量高、能耗低、排放少、物流转运更加直接有效,成本达到最大化的降低。     

Intelligent video surveillance for checking attendance of traffic controllers in level crossing

This paper proposes a detecting and tracking scheme for automatic checking attendance of traffic controllers in level crossing by recognizing their warning waistcoats. Considering of the actual requirement of rapidity and validity, this paper employs techniques of motion detection, color segmentation and feature matching to deal with the challenging problems of illumination varying, light reflection and disturbance. Therefore, the task of distinguishing the target from candidates can be fulfilled accurately. Once a target being detected, the established color models are modified through learning color of the detected target, and then Cam-shift algorithm is employed to track this target smoothly. The experiments in real scenes demonstrate that this method has a great capability to detect and track traffic controllers in complex level crossing environment accurately, and the comparisons further demonstrate the validity of the proposed method.     

A Hemodynamic Study of the Effect of Neuromuscular Electrical Stimulation on Enhancing Popliteal Venous Flow

Neuromuscular electrical stimulation has been studied to be a method of prophylaxis for deep venous thrombosis by activating the calf muscle pump. However, there is little evidence of the effects of different stimulating parameters on hemodynamics and comfort levels. The objective of this paper is to compare the effects of different stimulating parameters(current amplitude, pulse-width) on hemodynamic alterations of the popliteal vein and the comfort levels in a group of fourteen healthy subjects. Doppler ultrasound detection of peak venous velocity and blood volume were taken from baseline, twelve sequential electrical stimulations and foot dorsiflexion for each subject. A visual analogue scale was used to assess the subjects' pain perception of neuromuscular electrical stimulation. The results showed that peak venous velocity and blood volume augmented as current amplitude and pulse-width increased while pain level also increased. A compromise was reached that parameters consisting of an amplitude of 10 m A and a pulse-width of 500 μs would obtain a high-peak venous velocity and blood flow volume with a relatively comfortable perception. In addition, parameters consisting of an amplitude of 20 m A and a pulse-width of 300 μs were also shown to be a promising choice. However, further studies need to be done to validate and enrich these findings.     

某实船柴油发电机组紧急停机故障原因分析及仿真试验验证

针对某实船柴油发电机组出现的无报警紧急停机故障,本文基于电场干扰原理建立了电容性耦合传输路径的模型,对故障原因与机理进行了分析,同时通过数字仿真与实物模拟两种方法验证了故障原因的正确性,最后给出了两种解决此类故障的有效途径。     

基于道路线形的加速度干扰与行车舒适性分析

道路线形是行车安全舒适性的重要因素,在分析车辆行驶速度摆动大小对行车安全舒适性影响的基础上,提出了加速度干扰对舒适性的评价.根据道路平面线形的特点,建立了在直线、缓和曲线、圆曲线路段上的加速度干扰模型,通过仿真实例定量分析了加速度干扰在不同行驶速度、曲线半径情况下的变化趋势,以加速度干扰分析不同线形路段条件对行车舒适性...     

长大公路隧道勘察设计的几点思考

在公路隧道蓬勃建设的背景下,长大隧道的设计理念值得探讨,特别是大于6 km的超长隧道更需要关注。对长大隧道设计的各环节进行了梳理,并提出了一些思考及建议。     

基于C-V2X的交通信号采集系统设计及测试研究

为研究在蜂窝车联网(C-V2X)车路协同环境下,实现交通信号机与路侧单元设施以及中心平台间快速、稳定地进行信息传输,解决智能感知、协议解析、格式互转等问题,采用智能网联通信技术、信号控制及信号采集技术,构建基于C-V2X的交通信号采集系统,包括系统架构设计、接口设计以及功能设计,利用交通信号统一管控协议,对接不同型号、...     

地铁十字换乘车站换乘核心区域行车中板受力分析

地铁十字换乘车站的换乘节点核心区受力较复杂,以上侧下岛双层十字换乘车站为例,车站中板作为列车的行车道板,需要在设计过程中考虑行车荷载的影响。采用大型有限元软件M idas C ivil,采用影响面分析考虑行车荷载后的中板受力分析,确定了最不利工况,找到了应力集中部位,为设计提供了理论依据,保证车站结构的安全。     

感潮河段支流口门多功能枢纽整体水流条件

感潮河段支流口门建设调水工程时,枢纽受到用地条件限制常距江较近且开敞布置,引水和排涝受到外江非对称涨落潮流牵制,流态十分复杂,节制闸、泵站和船闸建设协调困难。针对新孟河延伸拓浚工程界牌枢纽工程,进行枢纽整体水流条件研究。结果表明:界牌枢纽受到外江不同涨落潮条件和节制闸、泵站不同引排水工况的影响,局部形成不良流态,枢纽布置时应采取相应的优化措施。