论多塔斜拉桥的刚度

以武汉阳逻长江公路大桥三塔斜拉桥方案静力性能分析为例，对多塔斜拉桥提高刚度的措施进行了分析和比较。     

某大桥桥塔裂缝成因分析

以某大桥桥塔裂缝为背景从裂缝的特征，材料特性，结构特点和环境条件及变化的综合分析判断裂缝成因，并通过分析计算解释开裂现象。     

空气动力制动风翼在车上布置数值仿真研究

采用流体仿真分析软件FLUENT研究制动风翼尾迹的影响范围及制动风翼纵向间距对制动效果的影响,同时分析制动风翼不同横向间距对制动阻力影响的规律.结果表明:2幅制动风翼的纵向间距越大.列车前部制动风翼对后部制动风翼的尾迹影响越小,当2幅制动风翼的纵向间距超过2节车厢长度时,这种影响完全消失;在制动风翼面积相同的条件下,增大每幅2片制动风翼的横向间距,能够提高风翼的单位面积制动阻力;由制动风翼产生的制动瞬时减速度随制动初速度的增加而增加,在紧急制动初速度为500km>h-1时由制动风翼产生的制动合阻力约为160kN.此时的制动瞬时减速度约为0.33m.s-1,可知,列车高速运行时由空气动力制动产生的制动阻力对高速列车制动贡献很大,空气动力制动在高速时具有优良制动性能.     

高速公路岩堆边坡仿真分析与评价研究

在分析宜巴高速公路三里花岩堆边坡基本特征及破坏机理的基础上,基于FLAC3D理论,建立了山区高速公路岩堆边坡三维仿真分析模型,在此基础上,考虑岩堆天然自重、降雨、地震和人类活动等荷载组合作用,模拟分析了岩堆边坡在不同工况条件下的变形破坏机理和稳定性,并对岩堆边坡的稳定状态进行了评价.     

Experimental investigation of wing-in-ground effect with a NACA6409 section

The aerodynamic characteristics of NACA6409 in the vicinity of the ground were experimentally studied in a wind tunnel. Lift and drag forces, the pitching moment, and the center of pressure were measured with respect to various major aerodynamic parameters, such as the ground clearance, the angle of attack, the aspect ratio (AR), and the endplate type, which resulted in a total number of 420 conditions. In addition, a smoke trace test was conducted to visualize the flow pattern around NACA6409 in the vicinity of the ground. As a result of the ground effect and the influence of the endplate, the lift-to-drag ratio increased at low ground clearance and the center of pressure moved forward to the leading edge; that is, the endplate and ground effects were equivalent to the aerodynamic advantage that results from increasing the AR of the wing. Extended experimental results are useful for understanding the aerodynamic characteristics influenced by each aerodynamic parameter during ground effect as well as for verifying numerical simulation.     

柔模施工桥梁混凝土圆柱的方法

文章介绍使用柔性模施工桥梁混凝土圆柱的方法。该方法具有模板造价低廉、圆柱混凝土观感好,成柱成型精度高,施工简便的综合效果。     

一类带时滞的偏泛函微分方程周期解的存在性

笔者在本文对带时滞的偏泛函微分方程,u(t)=Au(t)+F(ut),就A是强连续半群T(t)的无穷小生成元,F是关于us∈C([一致Lip连续的情形,证明了其相应积分方程及微分方程周期解的存在性.?r,0],Xα)     

Durability improvement of automotive V-belt pulley

Improving the durability of an automotive V-belt pulley, which is commonly used in an automotive powertrain to transfer power to other parts, is discussed. Fatigue life of the original V-belt pulley is predicted based on damage analysis by finite element analysis (FEA). Stress history of the pulley during operation was found by performing consecutive static analyses on the pulley as the pulley rotates. Assembly load (due to the tightening of the bolts) and operation load were considered to describe the actual load conditions in a durability test. The contact condition from the belt was calculated and applied to the surface of the pulley. Static analyses at 36 different positions of the pulley, every ten degrees of rotation, were performed to determine the stress history of the pulley during operation. Using stress history data calculated from FE analysis, damage over one rotation of the pulley was calculated and fatigue life, in number of rotations to failure, was estimated. An improvement to the durability of the pulley was investigated by modifying the design of the pulley using FE analysis results. Durability tests for the pulleys used in the analysis were carried out to verify the analytical results. Comparison between analysis and experimental results showed that analytical results correlated with the experimental results closely.     

一座三跨连续梁景观桥的设计

铁岭新区天水河四桥为三跨预应力混凝土连续梁景观桥。该桥采用小比例边跨的非常规跨径布置,获得了较好的桥梁整体造型景观视觉效果。运用桥梁有限元计算软件“桥梁博士V3．0”对桥梁结构进行分析,计算结果表明,桥梁的承载能力极限状态和正常使用极限状态的验算结果均满足规范要求,但桥梁边支点在荷载标准值组合下出现负反力,须进行桥头抗拉设计。采用端横梁加宽等压重与设置支座抗拉装置相结合的抗拉设计方法,可供同类桥梁设计作为工程参考。