An improved algorithm for fluid-structure interaction of high-speed trains under crosswind

Based on the train-track coupling dynamics and high-speed train aerodynamics, this paper deals with an improved algorithm for fluid-structure interaction of high-speed trains. In the algorithm, the data communication between fluid solver and structure solver is avoided by inserting the program of train-track coupling dynamics into fluid dynamics program, and the relaxation factor concerning the load boundary of the fluid-structure interface is introduced to improve the fluctuation and convergence of aerodynamic forces. With this method, the fluid-structure dynamics of a high-speed train are simulated under the condition that the velocity of crosswind is 13.8 m/s and the train speed is 350 km/h. When the relaxation factor equals 0.5, the fluctuation of aerodynamic forces is lower and its convergence is faster than in other cases. The side force and lateral displacement of the head train are compared between off-line simulation and co-simulation. Simulation results show that the fluid-structure interaction has a significant influence on the aerodynamics and attitude of the head train under crosswind conditions. In addition, the security indexes of the head train worsen after the fluid-structure interaction calculation. Therefore, the fluid-structure interaction calculation is necessary for high-speed trains.

     

泥质岩地区大直径深嵌岩桩的承载特性

基于自平衡桩基测试技术,根据坝陵河大桥现场的2根桩基（SZ1、SZ2）和北盘江大桥的1根桩基（SZ3）的静载荷试验报告,对泥质岩地区大直径深嵌岩桩（嵌岩比hr/d〉3.0）在万吨级荷载作用下的承载特性进行了研究,包括桩顶荷载和位移的关系、桩侧阻力、桩端阻力等。结果表明：在泥岩地区大直径深嵌岩桩桩顶荷载-位移曲线主要以缓变型为主;桩端岩石风化程度对端阻力影响较大,微风化的泥质砂岩和白云岩极限承载力要比弱风化的泥质灰岩高;桩侧阻力的发挥与桩土界面相对位移关系比较密切,泥质白云岩桩侧阻力发挥所需桩土位移相对位移较小;最后把桩极限侧阻力与勘探报告预估值进行了分析。     

高强度钢柱高温下承载力数值计算方法

为了对建筑结构中的高强度钢柱进行抗火设计和验算,研究了高强度钢柱在高温下的极限承载力数值计算方法。考虑温度对高强度钢材力学性能的影响,对常温下钢柱极限承载力计算的逆算单元长度法进行了延伸,编制了高温下高强度钢柱极限承载力计算程序。采用编制的程序对高强度钢柱在高温下的极限承载力进行了计算,将计算结果与有限元分析结果进行了比较,发现吻合较好。分析了高强度钢柱截面上残余应力的分布模式,残余应力大小和柱的初始几何缺陷对极限承载力的影响。研究表明：延伸的逆算单元长度法可以用于高强度钢柱高温下极限承载力计算,残余应力的分布模式和大小对高温下高强度钢柱的极限承载力影响很小,而初始几何缺陷对极限承载力的影响较大。     

高效宽带数字信道化单比特接收机

针对电子战接收机的高效实现结构及高性能指标要求,提出了一种数字信道化单比特接收机方案.从传统STFT算法结构出发,推导出基于WOLA滤波器组的宽带数字信道化接收机高效结构,利用抽取倍数与信道数目无约束关系,在无需数据内插条件下,将单比特接收技术应用于该结构中,克服了宽带单比特接收机动态范围低和信道化接收机频率分辨率有限的缺点.仿真结果表明,该方案提高了信道化接收机的频率分辨率,且硬件实现效率高,运算复杂度低,瞬时动态范围取决于滤波器形状,能够满足电子战的实时性要求.     

Bending properties of GCr15 steel guide rail under the multi-step loading

To analyze the bending properties of GCr15 steel guide rail based on the elastic-plastic theory, the novel bending loading method consisting of multi-step loading and corresponding unloading was applied in three specimens with different cross section shape and different heat treatment condition. According to the experimental results, using numerical calculation software program and the numerical simulation with finite element analysis (FEA), the relationships among the maximal load and displacement on cross section shape with each step bend loading, the loading stroke with the heat treatment condition, and the loading stroke with cross section shape were gained, and also those curves were discussed qualitatively. Finally, the contrast results between the numerical simulation and experiment were carried out to study the influence about the multi-step loading on specimen. It is put forward that enlightenment for the straightening stroke in the precision linear guide rail manufacture process.     

Consolidation and microstructures of microwave sintered W-25Cu alloys with Fe addition

W-25Cu alloys were microwave sintered in a 2.45 GHz multimode applicator. The densification, microstructure and their dependence on sintering mode and Fe addition were investigated in detail. Owing to the volumetric heating intrinsic in microwave processing, a microstructure with larger W grain size in center regions was observed as against larger grain size in edge regions for conventional sintering. Microwave sintering demonstrates its intrinsic advantages such as rapid heating rate, densification enhancement and microstructural homogeneity; but it undesirably promotes W grain growth. Under microwave sintering, the role of Fe addition on compact consolidation is not so substantial as under conventional sintering. Moreover Fe degrades the microstructural quality, generating worse uniformity and coarser W grains.     

Formation of CuS pineal microspheres via a pyridine-solvothermal process

CuS pineal microspheres congregated from interleaving nanoflakes with thickness of 40 to 200 nm were synthesized by a pyridine-solvothermal process via the reaction between cupric chloride(CuCl2·2H2O) and thioacetamide(TAA,CH3CSNH2).The products were characterized by X-ray diffraction and scanning electron microscopy.UV-Vis absorption spectrum,excitation and photoluminescence spectra of CuS pineal microspheres were obtained at room temperature to investigate their optical properties.A possible growth mechanism on the formation of CuS pineal microspheres is proposed.The factors influencing the evolution of morphologies of CuS crystals including the dosage of the reactants,surfactant,and sulphur-source were also analyzed.     

基于p-多重网格的间断Galerkin方法研究

文章采用规范正交基作为测试函数,基于p-多重网格的思想,建立了间断Galerkin方法的二重网格格式,并以此求解了Euler方程,数值模拟了绕NACA0012和RAE2822翼型的跨音速流场。其中,在网格交界处采用Roe的迎风型数值通量。沿时间方向,高阶格式和低阶格式上分别采用Runge-Kutta方法和LUSGS方法推进。通过对残值收敛曲线的比较,认为文中的p-多重网格算法取得了非常优良的加速收敛效果。     

非平稳噪声环境下的语音增强算法

文章针对非平稳噪声环境和低信噪比的情况,提出了一种基于低频区和高频区带噪语音特性的非平稳噪声估计,并结合人耳听觉掩蔽效应进行语音增强的算法。该算法首先通过非平稳噪声估计为加窗后的每一帧语音构造一个时变的权值实现对噪声的实时估计,然后结合人耳听觉特性计算出每一帧语音的不同Bark域的噪声掩蔽阈值,最后利用计算出的噪声掩蔽阈值自适应设定语音增强系数。仿真结果表明,该算法在抑制背景噪声,提高信噪比,减少语音失真等方面优于传统的语音增强方法。     

Field measurement on wind characteristic and buffeting response of the Runyang Suspension Bridge during typhoon Matsa

Field measurement on wind characteristic and buffeting response of existing bridge is of great value to the development of bridge wind engineering, and the structural health monitoring system (SHMS) employed in many long-span bridges provide a research basis for the field measurement. In order to provide reliable basis for wind resistant evaluation of Runyang Suspension Bridge (RSB), two anemometers and 85 accelerometers were installed in the SHMS of RSB. In August 2005, Typhoon Matsa crossed over Jiangsu, the SHMS timely recorded the typhoon and structural vibration responses. In this paper by using the time-frequency technique and statistical theory, the recorded data were analyzed to obtain the strong wind characteristics, the buffeting response characteristics of the cable and deck, and the variation of buffeting response RMS versus wind speed. Results obtained in this study can be employed to validate the credibility of current buffeting response analysis theory techniques, and provide reference values for wind resistant evaluation of other long-span bridges. Supported by the National Hi-Tech Research and Development Program of China (“863” Project) (Grant No. 2006AA04Z416), the Key Project of the National Natural Science Foundation of China (Grant No. 50538020) and the Outstanding Youth Fund of the National Natural Science Foundation of China (Grant No. 50725828)