长株潭港口的定位研究

为充分发挥长株潭港口体系的整体效益,需明确各港口在港口体系中的地位、作用及其主要功能。运用吉尼系数、货流集中系数、区位商对长株潭港口体系的空间结构和职能结构进行了定量研究,并结合定性分析的方法对长株潭港口的定位进行了探讨,可为合理建设长株潭港口体系提供依据,也可供国内其他港口体系建设参考。     

基于多项式逼近的管道悬跨响应谱研究

该文详细介绍了采用线性化法和多项式逼近法求解非线性波浪力谱密度的过程。在此基础上推导出波流联合作用和忽略海流影响作用这两种条件下,管道悬跨结构的流向及垂向响应谱密度。最后,文中以某一海底管线为例,对比采用这两种方法得到的结果。     

流星余迹通信的应急通信网络研究

在介绍流星余迹通信的基本原理的基础之上,提出一种基于流星余迹通信的应急通信网络。根据分析流星余迹的特点一流星突发传输链条不连续、电子密度低,阐述了流星余迹通信网络作为应急网络的合理性,进一步说明这种应急通信网络在我国具有一定的发展前景。     

用混合遗传算法实现对PNN网络的快速训练

结合遗传算法与BP算法形成一种混合遗传算法,考虑船舶运动特点选取合适的适应度函数,实现了对船舶操舵系统中的PNN网络进行快速训练,并对其策略问题进行了分析。     

Sediment physical properties of the DYNAS study area

Physical properties of the deposits in the DYNAS study area, the Mecklenburg Bay, were investigated using sediment echosounders and laboratory analysis were carried out on undisturbed short sediment cores. Wet bulk densities of about 1.2 g/cm³ for mud and up to 1.9 g/cm³ for silty sand were found in surface sediments of the Mecklenburg Bay. Sediment density–depth functions were approximated by logarithmic regression functions at different depth intervals. Sediment consolidation was studied by both (i) consolidation tests of sediment samples and (ii) from the void ratio–overburden pressure relation in natural sediments. Low shear strength values of 9–71 Pa were measured at the mud surface. Downcore, a depth gradient of about 14.5 Pa/cm was calculated. Sediments with high silt and sand contents are characterized by shear strength values of up to 3000 Pa. Published formulas derived from erosion studies were used to calculate the critical shear stress using wet bulk density and shear strength. The obtained results demonstrate clearly, that there is still a wide gap in knowledge about the relationships between erosion parameters and sediment physical properties.     

变高度薄壁箱梁剪力滞的几何非线性分析

根据势能变分原理,考虑薄壁箱梁翼缘的剪力滞效应和结构竖向挠度的几何非线性,导出了变高度薄壁箱梁的非线性控制微分方程,并采用样条最小二乘配点法进行求解.将计算值与试验结果进行了比较,两者吻合较好.研究表明,对于三跨变高度薄壁连续箱梁,在均布荷载作用下,内支座截面的应力分布不均匀程度较中跨跨中截面大;荷载越大,非线性效应越显著.     

桥梁伸缩缝过渡区混凝土的应用现状与研究动向

基于对桥梁伸缩缝的结构与功能、运行现状和破坏形式的分析,详细阐述了桥梁伸缩缝过渡区混凝土的作用与功能、现行质量标准、应用现状和研究动向,以引起科研工作者和施工单位对桥梁伸缩缝过渡区混凝土的重视,开发和应用高性能过渡区混凝土,延长桥梁伸缩缝的使用寿命。     

双电机串联驱动PHEV能量管理策略研究

为使插电式混合动力汽车(PHEV)拥有更好的经济性,文章提出一种以行星齿轮为动力耦合机构的双电机PHEV构型,实现了多种工作模式,避免了传统单电机构型下模式单一、效率低下问题。在此构型的基础上进行工作模式的划分与制定,能量管理策略的搭建。基于MATLAB/Simulink搭建整车模型及控制策略,对所建模型的准确性以及所提策略的有效性进行验证。仿真结果表明:在NEDC工况测试下,该构型车辆工作模式切换正确,可有效提升续驶里程,节能效果显著。     

基于电机最优回馈转矩曲线的制动控制策略

本文中首先基于电机等效电路模型,分析了车用内置式永磁同步电机的耗能制动状态和回馈制动状态;然后根据电机矢量控制原理,对控制电流指令进行解析,并经试验数据的验证;接着计算得到永磁同步电机最优回馈转矩曲线,并据此提出一种制动回馈能量最优的串联制动控制策略。最后针对某P4并联混合动力商用车,仿真分析了在C?WTVC、CHTC?TT循环工况和试验采集到的某段省道工况下,并联制动和所提出的串联最优制动控制策略下的百公里油耗和制动回收能量。结果表明,与并联制动控制相比,基于电机最优回馈转矩曲线的串联制动控制策略可降低油耗,并回收更多的制动能量,实现制动回收能量和燃油经济性的提升。     

Fatigue life prediction of welded stiffened 350WT steel plates

The propagation of fatigue cracks under constant amplitude cyclic loading was studied in welded stiffened steel plates. The residual stresses in the stiffened plates were measured using the neutron diffraction strain-scanning technique. A finite element model of the stiffened plate was constructed to simulate the residual stresses by an uncoupled thermal and thermo-mechanical analysis. Both the finite element model and the neutron diffraction measurements indicated that in general the residual stresses were tensile near the welded stiffeners and compressive between the stiffeners and ahead of the starter notch tip. Fatigue testing indicated that the fatigue crack growth rates of the stiffened plates were in general lower than that of a corresponding unstiffened plate, especially near the notch tip where compressive residual stresses existed. Both the finite element method and Green's function predicted the fatigue crack growth rates with reasonable accuracy.