2D FEM analysis for coupled thermo-hydro-mechanical-migratory processes in near field of hypothetical nuclear waste repository

In order to consider the influence of temperature and stress fields on the migration of radioactive nuclide with underground water movement, an elastoplastic model and a 2D FEM code for analysis of coupled thermo-hydro-mechanical (THM) processes in saturated and unsaturated porous media were extended and improved through introducing the percolation and migration equation, so that the code can be used for solving the temperature field, flow field, stress field and nuclide concentration field simultaneously. The states of temperatures, pore pressures and nuclide concentrations in the near field of a hypothetical nuclear waste repository were investigated. The influence of the half life of the radioactive nuclide on the temporal change of nuclide concentration was analyzed considering the thermo-hydro-mechanical-migratory coupling. The results show that, at the boundary of the vitrified waste, the concentration of radioactive nuclide with a half life of 10 a falls after a period of rising, with the maximum value of 0.182 mol/m3 and the minimum value of 0.181 mol/m3 at the end of computation. For a half life of 1 000 a, the concentration of radioactive nuclide always increases with the increase of the time during the computation period; and the maximum value is 1.686 mol/m3 at the end of the computation. Therefore, under the condition of THM coupling, the concentration of radioactive nuclide with a shorter half life will decrease more quickly with water flow; but for the radioactive nuclide with a longer half life, its concentration will keep at a higher level for a longer time in the migration process.     

Fissure evolution and evaluation of pressure-relief gas drainage in the exploitation of super-remote protected seams

Based on nonlinearity contact theory and the geological structure of the Xieqiao Coal Mine in the newly developed Huainan coal field, rock movements, mining fissures and deformation of overlying strata were simulated by using the interface unit of FLAC3D to evaluate the pressure-relief gas drainage in the exploitation of super-remote protected seams. The simulation indicates that the height of the water flowing fractured zone is 54 m in the overlying strata above the protective layer. The maximum relative swelling deformation of the C 13 coal seam is 0.232%,while the mining height is 3.0 m and the distance from the B8 roof to the C13 floor is 129 m, which provides good agreement with a similar experiment and in situ results. The feasibility of exploitation of a super-remote protective coal seam and the performance of the pressure-relief gas drainage in a super-remote protected layer are evaluated by comparisons with practice projects. It demonstrates that the relieved gas in the super-remote protected layers could be better drained and it is feasible to exploit the B8 coal seam before the C13 super-remote protected coal seam. The method is applicable for the study of rock movements, mining fissures and deformation of the overburden, using the interface unit to analyze the contact problems in coal mines.     

语篇分析理论对大学英语阅读教学的指导

本篇文章通过对语篇分析理论的阐述,运用其中的基本内容——主述位结构分析来指导不同体裁篇章的理解。体现了主述位结构分析在解读语篇时的重要作用,并将其运用到大学英语教学当中。     

Shear performance analysis of a heavy-duty universal hinged cast steel support

This paper presents the shear performance analysis of a heavy-duty universal hinged cast steel support with the largest bearing capacity. The effect of 9 parameters ( 52 specimens) ,i. e. height of the upper support,depth of the ring of the upper support,depth of the top plate of the bottom support,height of the ribs of the bottom support,depth of the ribs of the bottom support,bolt hole diameter,number of the ribs of the bowl,depth of the ribs of the bowl,and yield strength of the material,were analyzed with a 3-dimensional elastic-plastic finite element model in which the nonlinearities of geometry,material and contact were all considered. Analysis shows that height of the upper support,depth of the ring of the upper support and yield strength of the material have a great effect on the mechanical performance of the support. Height of the upper support has the largest effect on performance price ratio of the support,and the maximum effect can be up to 160% . Depth of the top plate of the bottom support,height of the ribs of the bottom support and depth of the ribs of the bottom support have a medium effect on performance price ratio of the support,and the effect is within the limit of 15% 19% .     

基于MATLAB的电路分析程序的设计与实现

对于包含众多元件和结构复杂的线性电路,采用一种系统化的方法加以处理,可以使列方程和求解方程的工作都由计算机完成.采用节点列表法,用MATLAB的脚本语言设计具有通用性的电路仿真程序,对含有电阻、电感、电容、互感、独立电源以及受控源等元件的稳态电路进行了一般性的求解和分析.     

湿法烟气脱硫去掉GGH对脱硫系统的影响分析及解决对策

主要介绍了烟气脱硫GGH运行现状,分析了去掉GGH后对脱硫系统的影响,着重提出了去掉GGH后的解决对策,对于脱硫工程的改造具有重要的参考意义。     

高速公路立交安全影响区范围确定è

为了便于高速公路安全的分析及事故预测模型的建立,明确了高速公路"立交安全影响区"这一概念,分别以500 m和100 m为统计单元,研究立交桥两侧5 km范围内的事故发生水平.结果表明:以500 m为间隔划分单元是合适的,能满足实际的需要,通过比较立交中心桩号两侧1 km、2 km、3 km和4 km范围内、外的事故发生水平,确定了立交安全影响区的范围,并给出了理论上立交区的事故水平分布图.     

梁端翼缘扩大型梁柱节点抗震性能和设计方法

为使钢框架梁柱节点满足强柱弱梁的抗震设计原则,并使梁上塑性铰远离梁柱节点区,对梁端翼缘扩大型(包括侧板加强型和翼缘端部放大型)钢框架梁柱节点进行了往复荷载下的试验研究,得到了节点类型和梁端翼缘扩大尺寸对节点滞回性能、延性和耗能能力等指标的影响规律.在使用非线性有限元程序对试验结果进行数值模拟的基础上,研究了梁端翼缘扩大段的长度及宽度等参数对节点性能的影响规律和有效取值范围,给出了实用设计方法.使用梁端翼缘扩大型钢框架节点可以有效实现梁端塑性铰外移,是一种在抗震设计中值得推广的具有良好延性和塑性转动能力的新型节点形式.     

直接侧向力与气动力复合控制导弹脱靶量分析

大气层内姿控式直接侧向力控制导弹末制导系统存在气动力控制与复合控制之间的切换,在这种特殊情形下引入有限时间广义H2方法进行脱靶量分析.根据复合控制导弹末制导系统数学模型,研究了切换情形下的零效脱靶量与制导系统关键参数之间的关系,分析了直接侧向力启控时间、有效导航比、修正比例导引系数以及目标估计环节时间常数对零效脱靶量的影响.分析结果为制导末端直接侧向力启控时间的确定和修正比例导引律参数的选择提供了有力依据.     

基于组合单元的圆钢管混凝土结构非线性分析

基于圆钢管混凝土组合截面轴力-应变关系和轴力一弯矩一曲率关系实用计算方法,采用U.L列式单元增量平衡方程,引入平面梁单元非线性分析方法,建立了钢管混凝土结构组合单元法非线性有限元分析理论.编制了相应的非线性有限元程序,对已有钢管混凝土结构的面内受力,如钢管混凝土偏压柱、不等端弯矩钢管混凝土偏压柱、钢管混凝土压弯构件和钢管混凝土模型拱肋等进行双重非线性有限元分析,与基于钢管混凝土拉压数值本构模型的分层梁单元非线性分析理论比较.结果表明,两种分析方法的载荷一变形曲线和极限承载力都很接近试验结果,与分层法相比,组合单元法直接根据杆端力求解截面刚度,不用分层计算截面刚度,加快了计算速度.