基于车轮扭矩传感器的轮胎滚动阻力测试系统开发

应用车轮扭矩传感器开发了轮胎滚动阻力测试系统。介绍了在双滚筒上测试轮胎滚动阻力和阻力系数的原理、轮胎滚动阻力测试系统的构成及测试系统软件的开发。在赛欧SLX-AT轿车的驱动轮上对该系统进行了实车试验,结果表明,该测试系统可克服滚动阻力滑行测试法和反拖测试法的不足,提高轮胎滚动阻力的检测精度,为研究轮胎滚动阻力特性提供了新手段。     

盾构动态设计数据分析方法

该文介绍了盾构动态设计数据分析方法。其内容包括:数据库架构体系的确立、数据库模型的建立,以及数据库架构体系中各子模块的关系研究、数据库的管理和应用。可供同行参考。     

汽车喇叭机-电-磁-声耦合场仿真方法的研究

建立了汽车喇叭的机-电-磁-声多场耦合模型,结合ANSYS、ADAMS和FLUX等有限元软件提出了一种汽车喇叭声学特性的仿真分析方法,试验结果验证了该方法的可行性和准确性.进而分析了喇叭参数对声学特性的影响规律.     

济南黄河三桥索塔锚固区水平受力性能试验模型设计

该文介绍了济南黄河三桥索塔锚固区水平受力性能试验模型的设计;通过有限元分析,对试验模型和实际结构的受力进行了比较。     

接触导线弯曲时接触网模态分析与频率相关的有限单元法

本文在考虑接触导线弯曲刚度的前提下，发展了德国联邦铁路公司（ＤＢ）所采用的接触网模态分析方法，并对接触导线的柔索体模型与欧拉梁模型的计算结果进行了比较。在此基础上，作者开发了高速弓网系统动力学仿真软件Ｓｉｍｕｌａ２．０。     

金属焊接毛坯冲压成形残余应力的试验研究

论述了焊接，冲夺加工中残余应力的产生过程，测试了金属焊接毛坯冲压成形的残余应力，并对试验结果进行了分析。     

同时确定内燃机活塞温度场与边界换热系数的自适应迭代法

本文根据实测温度数据确定内燃机活塞温度场同时决定边界换热系数,建议了自适应迭代方法。文中详细分析了换热系数的自适应迭代规律,据此编制了自适应迭代程序,其中温度场的数值算法可根据计算装备的实际拥有情况具体选用有限元或者边界元。自适应迭代法不依赖于任何经验公式,计算工作量小,且计算时间比传统的经验试凑法大为减少。      

Model Test on Mechanism of Shear Resistance Borne by Concrete Shear Key and Friction of Element Joint of the Immersed Tunnel北大核心CSCD

By scale model tests, it proves the mechanism mode of shear resistance borne by friction of contact area and concrete shear key in different contact stress states and cushion thicknesses of shear key. The results show that friction plays a significant role on shear resistance of element joint. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

下穿密集居民区地铁隧道施工爆破测试及安全评价

针对深圳地铁2号线站后折返线隧道下穿密集居民区且采用矿山法施工的情况,采用爆破震动仪对施工爆破进行了测试.根据测试结果,对爆破震速在装药量(或爆心距)一定时与爆心距(或装药量)的关系,以及震速时程曲线和频谱进行了分析研究:通过萨道夫斯基经验公式对地震波的衰减规律进行了回归分析,得到了测试条件下的场地系数(K)和地震波衰减指数(α)值,从而反演得到任意质点震速峰值的预测公式及单段最大装药量的控制计算公式;并采用震速-频率安全判据对测试结果进行了安全性评价.结果表明:已实施的施工爆破满足规范要求,不会对各测试建筑物造成破坏.     

TMD design for seismic vibration control of high-pier bridges in Sichuan–Tibet Railway and its influence on running trains

Sichuan–Tibet Railway plays a vital role in China’s transportation system by connecting Tibet and Central China, whose design and construction are extremely difficult due to numerous seismic zones and deep valleys along the railway line. This paper systematically presents a framework to control seismic vibration of T-beam bridges with high-piers in Sichuan–Tibet Railway using tuned mass dampers (TMDs). Firstly, a finite element model of the widely used high-pier bridge is established to reveal its vibration modes subject to earthquakes. On this basis, optimal installation locations and optimal parameters of the TMDs are determined. Then, vibration reduction effects of the designed TMDs on the high-pier bridge subject to actual earthquake samples are investigated and compared with that of using some other vibration absorption measures. Finally, a detailed train-track-bridge dynamic model with attached TMDs is established to study the effects of the designed TMDs on the seismic responses of the running trains. The results indicate that, for the high-pier T-beam bridges, the first bending vibration mode of the high-pier is most likely to be excited by earthquakes, which should be restrained. With the designed optimal parameters, the attached TMDs are effective to control seismic vibrations of the concerned high-pier bridges. Tuned mass damper is the best one among all the investigated measures to absorb vibrations subject to earthquakes from the perspective of vibration absorption performance, installation and maintenance.