Regression analysis of initial stress field around faults based on fault throw by displacement discontinuity method

The back analysis of initial stress is usually based on measured stress values, but the measuring of initial stress demands substantial investment. Therefore, amounts of underground engineering have no measured initial stress data, such as tunneling engineering. Focusing on this problem, a new back analysis method which does not need measured initial stress data is developed. The fault is assumed to be caused by initial load, the displacement discontinuity method (DDM) which considered non-linear fault is adopted to establish a numerical model of the engineering site, and the multivariable regression analysis of the initial stress field around the faults is carried out based on the fault throw. The result shows that the initial stress field around the faults is disturbed significantly, stress concentration appears in the tip zone, the regressive fault throw matches the measured values well, and the regressive initial stress field is reliable.     

NUMERICAL SIMULATION OF COUPLED STRUCTURAL- ACOUSTIC PROBLEMS USING FEM/IBEM

Introduction　　Numerical implementation of a coupling vibro-acoustic algorithm for the immersed elastic modelis a key problem.A thin shell interacting with itsexterior is one typical example of osciallatory be-havior.It is improtant therefore to identify thecoupled vibro- acoustic behavior in order to adjustthe vibro- acousticdesign of the interacting system.Some researchers adopted the finite elementmethod to study the coupling system,but theacoustic fluid region is limited in the near field…     

随机结构动力分析的随机有限元法

本文在随机结构静力分析的基础上，分析了随机结构的动态响应。将随机场的局部平均理论应用于随机有限元的计算方法中，建立相应的计算公式，通过算例，表明本文的方法具有较强的实用性和较高的计算效率。     

质子交换膜燃料电池的温度场模拟

根据流体动力学和传热学理论，建立了一个三维的单流遭质子交换膜燃料电池模型，并应用有限控制体法对模型进行求解．总体而言，单流道燃料电池温差很小，阳极催化层温差大致在1K左右，而阴极催化层温差小于3K，最高温度发生在阴极催化层的反应区．将模拟的结果与有关的试验结果做了比较，结论相一致．     

陡坡路段沥青路面车辙特性分析

为分析纵坡段沥青路面车辙,进行了室内蠕变试验,按"四单元五参数"模型确定了相关参数。进行了现场温度场检测,用有限元工具模拟了沥青路面温度场,按方形均布的垂直和水平荷载,分析计算了典型结构、荷载与行车速度情况下的路面单日车辙量。比较不同速度、超载水平、纵坡坡度的计算结果发现,影响纵坡段车辙的最主要因素是车速降低导致的荷载作用时间增加,其次是超载因素,最后是水平荷载分量的影响。提出了提高纵坡段沥青路面材料的抗车辙能力,及采取合理的坡度与坡长组合的措施,保证纵坡段载重车辆的总体运行速度。     

正交各向异性应力应变场的重构方法

在固体实验力学重构方法的基础上，推导出重构正交各向异性应力应变场的计算公式，并对数值计算的处理方法进行了研究，为这类问题的数值计算提供了一条可借鉴的途径。     

焊接热场的三维有限元分析

为了进行焊接热场的三维分析,设计了一个考虑材料物理常数的温度依赖性和更合理的熔池模型的计算程序。为了考核这一程序,以真实管线环焊缝为例,进行了计算.证实了计算程序的准确性、实用性。     

混凝土桥面结构性防水粘结层试验研究

首先介绍了混凝土桥面结构性防水粘结层的特点,然后对典型结构性防水粘结层（SBS改性沥青＋碎石、橡胶沥青＋碎石、SBS改性乳化沥青＋碎石）的路用性能进行了室内外对比试验,试验结果表明：桥面处理宜采取喷砂的方式,SBS改性沥青＋碎石和橡胶沥青＋碎石防水粘结层均适合做桥面防水层材料,且橡胶沥青＋碎石防水粘结层路用性能相对最佳。     

Effects of rhubarb extracts on hyperexcitability of hippocampal CA1 neurons after fluid percussion injury

Objective To investigate the effects of rhubarb extracts, i.e. rhein and emodin, on the neuronal hyperexcitability and synaptic transmission, and to ,further reveal the mechanism of the secondary brain damage. Methods The fluid percussion injury （FPI） rat model and extracellular recording method were used. The evoked field potentials by stimulating Schaffer collaterals were collected from the ipsilateral （impact side） and the contralateral hippocampal CA1 areas of rat in vitro . And the field potentials, including the field excitatory postsynaptic potential and the population spike, were analyzed. Results After the impact was performed on the rat parietal cortex, the evoked field potentials in the ipsilateral hippocampus CA1 area were enhanced obviously. Rhubarb extracts reduced the slope of the field excitatory postsynaptic potential and the number of the population spike significantly while rhein and emodin increased the latency of the population spike obviously. Conclusion Rhubarb extracts, i.e. rhein and emodin, can depress the neuronal hyperexcitability, which suggests that rhein and emodin play an important role in protecting the central nervous system from neuronal damage after traumatic brain injury. FPI produces hyperexcitability of hippocampal CA1 neurons, probably by enhancing excitatory synaptic transmission.     

路面结构温度场调查与分析

路面结构在自然环境中经受着持续变化的各种环境因素影响。这种影响主要体现为路面温度场的复杂分布,温度对沥青路面的承裁能力和使用性能都有显著影响。文章结合青海德大公路工程。对其路面温度场数据进行采集与分析,系统地研究了路面结构在不同季节的温度场变化规律．提出了路面结构层深度方向温度场日变化的4种趋势。