芜宁桥静载试验研究

为了检验芜宁桥的实际承载能力,对该桥进行了静载试验研究。试验结果表明该桥实际结构整体刚度未完全满足要求,实测残余变形不能完全满足小于20％的要求,这与该桥的湿接缝混凝土强度实测值不能满足设计规定强度的测试结果相符合。     

浅谈山区高速公路线形设计的几点体会

结合张石高速公路保定段设计,从选线原则、平面线形、纵断面线形设计、对山区高速公路线形设计进行探讨。     

Analysis of handling performance based on simplified lateral vehicle dynamics

In this article, the analysis methods for vehicle handling performance are studied. Using simple models, dynamic characteristic parameters such as yaw, natural frequency, and the damping coefficient of a vehicle can be theoretically formulated. Here, the vehicle is simplified by a bicycle (single-track) model, and the tire is modeled by an equivalent cornering stiffness and first order lag. From the experimental road data, the tire model parameters (equivalent cornering stiffness and time lag constant) are extracted. These parameters are then inserted into the theoretically formulated equations of dynamic characteristic parameters. For the purpose of validating the efficiency of the suggested methods, experimental road tests (where the cars have different handling performances) are performed. The results show that vehicle handling performance can be sufficiently represented by the suggested dynamic characteristic parameters. So, it is concluded that the proposed method has practical use for the development of new cars or for the comparison of similar cars since the evaluations of the vehicle handling performance can be efficiently determined by the suggested dynamic characteristic parameters.     

动脉僵硬指数对冠心病的预测

目的探讨动脉僵硬指数(arterial stiffness index,ASI)对冠心病的预测价值。方法采用四川宇峰科技发展有限公司生产的血管硬度测量仪测量40例冠心病患者(冠心病组)与40例健康人的ASI。冠心病组根据冠状动脉造影的结果分为三个亚组:1支血管病变组(n=14)、2支血管病变组(n=16)及3支血管病变组(n=10),分析血管病变支数与ASI的关系。结果冠心病组与对照组的ASI值分别为124.4±22.9、88.2±15.9,冠心病组的ASI值较对照组明显增大,差异具有显著的统计学意义(P<0.01)。1支血管病变组、2支血管病变组及3支血管病变组的ASI值分别为107.2±9.1、121.4±12.6、153.3±22.0,随着冠状动脉病变支数增加,ASI值也相应增加,三亚组之间ASI值比较有统计学意义(P<0.05)。结论ASI可以作为冠心病的一个新的预测指标。     

京沪高速铁路高架车站道岔区桥梁设计

在京沪高速铁路高架车站道岔区桥梁设计中,考虑了道岔与桥梁的相互作用,道岔梁采用连续梁,较好地控制了道岔距梁缝的距离,在渡线两联连续梁之间插入两孔及简支梁,适当地提高了道岔梁及桥墩的刚度。通过以上措施,道岔区桥梁、轨道,道岔的强度、稳定、位移均能满足规范要求;车速350km/h的高速列车通过道岔区时,＂车-岔-桥＂动力性能满足规范要求。     

隧道钢管钢架与传统格栅钢架受力特性对比试验研究

针对传统格栅钢架和自主设计的4肢钢管钢架支护结构，利用Abaqus通用有限元软件，综合考虑钢管厚度、构件质量、材料成本等因素，系统开展2种隧道支护结构在单独受荷和共同受荷条件下的极限承载力、抗弯刚度、弯曲挠度、破坏形态等力学特性及演化规律的对比试验研究。研究结果表明： 1)钢管钢架和格栅钢架在刚度、承载力、变形破坏形态等方面存在一定差异，在用钢量相同的情况下，钢管钢架具有更高的强度和抗弯刚度，结构变形和受力亦更加合理； 2)钢管钢架自身承载力受钢管壁厚参数影响较为显著，壁厚取值过小会明显降低其承载力，但当壁厚达到一定数值时，继续增加壁厚对提高构件整体强度和抗弯刚度有限，同时会相应增加构件质量和材料成本； 3)在单独受荷条件下，格栅钢架的承载力为445 kN·m，较钢管钢架构件PG-2低393%，此时钢管钢架质量较格栅钢架略低，但每延米单价要高； 4)格栅钢架混凝土构件的极限荷载为174.6 kN·m，较钢管钢架混凝土构件C+PG-2、C+PG-6的极限荷载分别低2.7 %、30.6 %； 5)钢管钢架对于早期变形速度较大的围岩具有较好的适用性。     

A new active variable stiffness suspension system using a nonlinear energy sink-based controller

This paper presents the active case of a variable stiffness suspension system. The central concept is based on a recently designed variable stiffness mechanism which consists of a horizontal control strut and a vertical strut. The horizontal strut is used to vary the load transfer ratio by actively controlling the location of the point of attachment of the vertical strut to the car body. The control algorithm, effected by a hydraulic actuator, uses the concept of nonlinear energy sink (NES) to effectively transfer the vibrational energy in the sprung mass to a control mass, thereby reducing the transfer of energy from road disturbance to the car body at a relatively lower cost compared to the traditional active suspension using the skyhook concept. The analyses and simulation results show that a better performance can be achieved by subjecting the point of attachment of a suspension system, to the chassis, to the influence of a horizontal NES system.     

船舶轴系动态校中轴承油膜的影响计算

轴系校中状态好坏直接影响船舶推进系统的正常运行,而影响轴系校中的动态因素很多,其中轴承油膜是一项重要的影响因素.通过数值分析方法解径向轴承雷诺方程,得到索莫菲尔德数及轴心偏位角与轴承宽径比B/D及轴心偏心率ε之间的关系.利用ANSYS及MATLAB计算软件,分析了桨浸水状态对轴系各轴承负荷的影响,得到了轴承偏心率ε及偏位角β与轴转速n的关系,轴承处轴颈垂直方向及水平方向偏心随转速变化的规律,以及油膜对各轴承负荷的影响.     

舵杆直径的选择及其与挂舵臂的匹配分析

单舵销半平衡舵的舵杆与挂舵臂的匹配设计需要提取的数据量较大,计算及优化过程也较为复杂。依据该舵系的力学模型所建立的电算方法,对舵杆与挂舵臂的强度匹配及其影响因素作较深入的分析,并从舵系的安装、舵杆的变形等角度提出了对舵杆直径的选择建议,得出的方法和结论可供参考。     

多模块MOB连接器动力特性研究

以7模块MOB为研究对象,利用RMFC模型,基于势流理论对7个构成模块单元进行3D水动力性能分析,计算过程中考虑了由于遮蔽效应而导致的浮体间相互作用.编制基于频域的多浮体运动和柔性连接器载荷计算程序,计算在规则波和不规则波下的连接器载荷值,并比较不同连接器刚度下各柔性连接器载荷值.计算结果表明,波浪入射角、波频、连接器刚度和海况对连接器载荷响应具有显著影响.本文的计算结果可为MOB柔性连接器设计与模块耐波性设计提供参考.