基于阿特金森循环的电动汽车增程器开发

增程式车用发动机更加关注电驱动车辆行驶工况下,电机驱动功率-道路行驶阻力功率平衡状态时的发动机燃油经济性.基于这种特点,开发了一种增程式电动车辆专用发动机,发动机工作循环采用基于阿特金森循环的高膨胀比设计,发动机可以提供额定35 kW的发电功率输出.匹配车辆后,对比同等动力水平下的传统奥托循环发动机与阿特金森循环增程器...     

配合比对含钢渣粉RPC强度的影响

针对活性粉末混凝土(RPC)研究与应用中存在的成本高、能耗大等问题,以钢渣粉、超细粉煤灰、硅灰等作活性细掺料、细河砂作集料,进行含钢渣粉RPC的研制.研究分析了水胶比、砂胶比及钢纤维掺量等配比参数对含钢渣粉RPC强度的影响,确定了含钢渣粉RPC的适宜水胶比、胶砂比及钢纤维掺量.按这些配合比参数在一定的胶凝材料组成下,经...     

高速公路柔性地基桩土应力比影响因素的数值分析

通过有限差分软件FLAC3D建立高速公路软基段数值模型,分别改变CFG桩的桩间距及褥垫层厚度,分析桩土应力比变化规律,结果表明:(1)随着垫层厚度增大,桩土应力比逐渐减小,可将褥垫层厚度设置为40 cm;(2)随着桩间距的增大,桩土应力比逐渐增大.得到的结果可为CFG桩加固该地区高速公路软基设计提供参考.     

基于沉降率的填石路基压实质量控制标准

为了提高填石路基的强度和稳定度,避免不均匀变形对路基的不利影响,应用表面沉降法,研究了填石路基沉降率、密度、空隙率之间的关系。发现对于填石路基,上路堤单层摊铺厚度应控制在40 cm以内,沉降率应不超过3%：下路堤单层摊铺厚度应控制在60 cm以内,沉降率应控制在3%～5%之间。结果表明：以沉降率为指标的路基压实标准能够有效控制填石路基的压实质量。     

钢渣透水混凝土影响因素研究

分析了5年以上的陈化转炉钢渣的化学成分、力学性能以及稳定性能;研究了水胶比、集浆比以及钢渣粒径对透水混凝土强度和透水性能的影响.研究结果表明:集浆比、粒径大小是影响透水混凝土抗压强度和透水系数的关键因素;水胶比对钢渣透水混凝土的透水系数影较大,对28 d抗压强度影响不大.     

沿海集装箱港区泊位装卸效率对单线航道利用率的影响*

随着港口现代化与船舶大型化的发展,沿海集装箱港区的泊位装卸效率也在迅速提高,单线航道利用率也受到了影响。基于计算机仿真技术,建立沿海集装箱港区船舶进出港作业系统仿真模型,着重研究泊位装卸效率对单线航道利用率的影响规律,为港口规划和建设决策提供参考。研究结果表明:提升泊位装卸效率可提高单线航道利用率,港区在提升泊位装卸效率来增加港口通过能力的同时,要兼顾其对航道利用率的影响,否则将会导致航道利用率过高,造成航道拥堵,降低航道服务水平等级。对于实例中的港区规模,建议装卸效率提升幅度不宜超过13%。     

An empirical analysis on the arterial fundamental diagram

For uninterrupted traffic flow, it is well-known that the fundamental diagram (FD) describes the relationship between traffic flow and density under steady state. For interrupted traffic flow on a signalized road, it has been recognized that the arterial fundamental diagram (AFD) is significantly affected by signal operations. But little research up to date has discussed in detail how signal operations impact the AFD. In this paper, based upon empirical observations from high-resolution event-based traffic signal data collected from a major arterial in the Twin Cities area, we study the impacts of g/C ratio, signal coordination, and turning movements on the cycle-based AFD, which describes the relationship between traffic flow and occupancy in a signal cycle. By microscopically investigating individual vehicle trajectories from event-based data, we demonstrate that not only g/C ratio constrains the capacity of a signalized approach, poor signal coordination and turning movements from upstream intersections also have significant impact on the capacity. We show that an arterial link may not be congested even with high occupancy values. Such high values could result from queue build-up during red light that occupies the detector, i.e. the Queue-Over-Detector (QOD) phenomenon discussed in this paper. More importantly, by removing the impact of QOD, a stable form of AFD is revealed, and one can use that to identify three different regimes including under-saturation, saturation, and over-saturation with queue spillovers. We believe the stable form of AFD is of great importance for traffic signal control because of its ability to identify traffic states on a signal link.     

利用伪卫星提高卫星信号抗干扰能力研究

针对卫星信号功率微弱易受干扰的问题,以GPS接收机失锁时的干信比门限作为接收机是否被干扰而失锁的判别标准,研究伪卫星增强信号功率提高接收机接收卫星信号抗干扰能问题。     

Research on the strategy of underwater united detection fusion and communication using multi-sensor

In order to solve the distributed detection fusion problem of underwater target detection, when the signal to noise ratio (SNR) of the acoustic channel is low, a new strategy for united detection fusion and communication using multiple sensors was proposed. The performance of detection fusion was studied and compared based on the Neyman-Pearson principle when the binary phase shift keying (BPSK) and on-off keying (OOK) modes were used by the local sensors. The comparative simulation and analysis between the optimal likelihood ratio test and the proposed strategy was completed, and both the theoretical analysis and simulation indicate that using the proposed new strategy could improve the detection performance effectively. In theory, the proposed strategy of united detection fusion and communication is of great significance to the establishment of an underwater target detection system.     

新型尾轴密封弹簧组冲击响应分析

利用Ansys软件对轴密封弹簧组进行了冲击载荷响应分析研究.根据前联邦德国国防军舰建造规范BV043/85,采用2个正、反半正弦波输入冲击加速度,进而模拟轴密封装置冲击载荷作用的时间历程.通过比较不同冲击环境下动、静环端面接触压强与比压随时间的变化情况,分析冲击作用对该轴密封弹簧组端面密封性能的影响.数值模拟的结果验证了轴密封装置在冲击环境下的可靠性.