上海市轨道交通三号线一期工程二标预应力简支箱梁支架设计与验算

本文以上海市轨道交通三号线一期工程二标预应力简支箱梁的施工为例 ,介绍了作为现浇钢筋混凝土结构承重支架的扣件式钢管支架及桁架式龙门支架的设计与验算方法 ,从而保证桥梁现浇混凝土结构的施工质量及施工安全 ,并有效降低工程成本     

公路高切坡开挖过程数值模拟及稳定性评价——以两巫公路K95段为例

根据两巫公路K95段高切坡的实际情况,运用ANSYS软件对其开挖过程进行了模拟。得出了开挖前后岩体的应力、位移等值线,并对其进行了对比分析。根据塑性变形区节点坐标,利用最小二乘法原理得出了潜在滑动面方程,据此,对该高切坡进行了稳定性评价,并提出了有效的处置对策。     

大型全垫升气垫船设计初探

通过对全垫升气垫船气垫参数、动力系统、围裙系统、横稳性和操纵性等方面进行分析,对大型全垫升气垫船的设计进行初步的探索。     

气泡动力学数值模型的稳定性研究

基于势流假设,建立气泡动力学数值模型,并开发计算程序.系统地分析了不同模型、不同单元类型的计算精度,以及网格划分、时间步等因素对计算结果的影响,验证了本文数值模型的收敛性,并在计算过程中分析了动能、势能及总能量随时间的变化.为考核文中建立的气泡动力学计算模型的有效性,分别将轴对称模型及三维模型与Rayleigh-Plesset气泡模型的精确解及实验数据、实验照片进行了对比分析,分析表明,计算结果与Rayleigh-Plesset模型及实验数据吻合很好,表明文中建立的计算模型是可行的、有效的.并分析了气泡在重力场中的运动特性.     

Desired yaw rate and steering control method during cornering for a six-wheeled vehicle

This paper proposes a steering control method based on optimal control theory to improve the maneuverability of a six-wheeled vehicle during cornering. The six-wheeled vehicle is believed to have better performance than a four-wheeled vehicle in terms of its capability for crossing obstacles, off-road maneuvering and fail-safe handling when one or two of the tires are punctured. Although many methods to improve the four-wheeled vehicle’s lateral stability have been studied and developed, there have only been a few studies on the six-wheeled vehicle’s lateral stability. Some studies of the six-wheeled vehicle have been reported recently, but they are related to the desired yaw rate of a four-wheeled vehicle to control the six-wheeled vehicle’s maneuvering during corning. In this paper, the sideslip angle and yaw rate are controlled to improve the maneuverability during cornering by independent control of the steering angles of the six wheels. The desired yaw rate that is suitable for a six-wheeled vehicle is proposed as a control target. In addition, a scaled-down vehicle with six drive motors and six steering motors that can be controlled independently is designed. The performance of the proposed control methods is verified using a full model vehicle simulation and scaled-down vehicle experiment.     

Effect of fuel stratification on initial flame development: Part 2-low swirl condition

This paper is the second invstigation on the effect of fuel stratification on flame propagation. In the previous work, the characteristics under the no port-generated swirl condition, i.e., the conventional case was studied. In this work, the flame development under the low swirl condition was considered. For this purpose, the initial flame development and propagation were visualized under different axially stratified states in a modified optical single cylinder SI engine. The images were captured by an intensified CCD camera through the quartz window mounted in the piston. Stratification was controlled by the combination of the port swirl ratio and injection timing. These were averaged and processed to characterize the flame propagation. The flame stability was estimated by the weighted average of flame area and luminosity. The stability was also evaluated through the standard deviation of flame area and propagation distance and through the mean absolute deviation of the propagating direction. The results show that the flame-flow interaction determines the direction of flame propagation and that the governing roles of the two factors vary according to the stratified state and the location in the cylinder. In addition, the flame development and the initial flame stability are strongly dependent on the stratified conditions, and the initial flame stability is closely related to the engine stability and lean misfire limit. Lastly, there is no essential difference in gasoline and CNG flame propagation characteristics.     

疏桩基础的加固机理与应用

文章结合沪宁高速公路软土地基处理实例,阐述了疏桩基础的加固机理及疏桩基础的应力分布特征,通过对疏桩基础的试验,及疏桩基础与普通CFG桩分析对比,表明使用疏桩基础技术比CFG桩技术具有更好的经济效益。     

煤系地层公路高切坡稳定性评价

在山区修建公路不可避免地需要进行高切深挖,往往会形成大量的高切坡,边坡岩体原有应力平衡被打破,为高切坡的失稳创造了地质条件。以两巫公路(巫山及巫溪)K 90+310~K 90+370段煤系高切坡为研究对象,利用赤平极射投影法、有限元ANSYS法对高切坡整体和局部稳定性做出了评价。研究表明,坡体主控结构面对岩质高切坡的整体稳定性起控制作用;煤夹层对岩质高切坡的局部稳定性起控制作用。建议采用锚杆喷射混凝土-挂网来加固坡体整体,用锚索-格构梁和劈裂注浆联合法来加固坡体局部。     

考虑结构面黏聚力损伤变化的洞室块体稳定分析

为研究隧道开挖过程中临空面块体的稳定情况,进一步探究在其结构面具有胶结强度情况下块体的稳定性,运用黏聚力模型模拟具有填充和胶结的结构面的抗拉强度和黏聚强度,以及相应的滑移和脱开行为。选取甘肃北山某典型花岗岩研究区域搜索出的块体,以及获得的结构面参数区间,分4种方案研究块体的稳定性,同时考虑初始地应力、开挖诱导的二次地应力等因素的影响。方案1赋予抗拉强度和黏聚强度一个很小的数值,从而可以分析块体仅受结构面摩擦应力影响下的稳定性;方案2、3、4分别考虑不同位置的块体可能的失稳情况,通过调整不同块体结构面的抗拉强度和黏聚强度,分析块体稳定性。分析结果表明： 黏聚力模型能较好地模拟具有填充和胶结的结构面的抗拉强度和黏聚强度,并且能模拟结构面的滑移和脱开行为,可作为块体稳定性分析计算的工具;此外,也为模拟胶结结构面损伤随时间的渐进性发展提供一个新思路。     

基于遗传算法和极限学习机的智能算法在基坑变形预测中的应用

为解决传统智能算法网络结构参数复杂、运算速度慢等问题,基于遗传算法和极限学习机构建基坑变形的新型优化智能预测模型。先利用皮尔逊相关系数评价不同影响因素与基坑沉降变形之间的相关性,以确定极限学习机的输入层; 再采用试算法确定最优激励函数和隐层节点数,并将遗传算法和极限学习机耦合,利用遗传算法优化极限学习机的初始权值和阈值,以提高预测精度。经实例检验表明： 1)开挖时间、开挖深度、土体抗剪参数及重度均与基坑沉降变形显著相关,为构建极限学习机输入层提供了依据; 2)在预测过程中,激励函数和隐层节点数对极限学习机的预测效果具有一定的影响,以Sigmiod型激励函数和13个隐层节点数的预测效果为最优; 3)通过遗传算法的优化,能进一步提高预测精度,验证了遗传算法的优化能力和有效性。预测模型在不同工况下的预测结果均较优,说明该模型具有较高的稳定性和可靠性。