混合边界粒子法在分析平板弯曲问题中的应用

本文提出一种平板弯曲问题的数值方法—混合边界粒子法.该方法无需事先进行形状函数假设,直接从平板弯曲问题的基本微分方程出发,通过在局部区域内将微分方程转化为积分方程并利用数值积分,得到指定点的离散解.通过选择合理的指定点途径,最终使得任意指定点的数值可以用边界点上的未知量表达,从而大幅度减少了未知量的个数和系数的计算时间...     

An efficient technique for recovering responses of parameterized structural dynamic problems

In this article,an effective technique is developed to efficiently obtain the output responses of parameterized structural dynamic problems.This technique is based on the conception of reduced basis method and the usage of linear interpolation principle.The original problem is projected onto the reduced basis space by linear interpolation projection,and subsequently an associated interpolation matrix is generated.To ensure the largest nonsingularity,the interpolation matrix needs to go through a timenode choosing process,which is developed by applying the angle of vector spaces.As a part of this technique,error estimation is recommended for achieving the computational error bound.To ensure the successful performance of this technique,the offline-online computational procedures are conducted in practical engineering.Two numerical examples demonstrate the accuracy and efficiency of the presented method.     

ANALYTICAL SOLUTIONS FOR THE LAYERED GEO-MATERIALS SUBJECTED TO AN ARBITRARY POINT LOAD IN THE CARTESIAN COORDINATE

This paper presents analytical solutions for the stress and displacement field in elastic layered geo-materials induced by an arbitrary point load in the Cartesian coordinate system. The point load solutions can be obtained by referring to the integral transform and the transfer matrix technique. However, former solutions usually exist in the cylindrical coordinate system subjected to axisymmetric loading. Based on the proposed solutions in the Cartesian coordinate, it is very easy to solve asymmetric problems and consider the condition with internal loads in multi-layered geo-materials. Moreover, point load solutions can be used to construct solutions for analytical examination of elastic problems and incorporated into numerical schemes such as boundary element methods. The results discussed in this paper indicate that there is no problem in the evaluation of the point load solutions with high accuracy and efficiency, and that the material non-homogeneity has a significant effect on the elastic field due to adjacent loading.     

钨合金三点弯曲破坏的细观数值模拟

运用有限元方法模拟了钨合金材料的三点弯曲实验;采用单胞单元计算模型,分析了断口形貌与材料力学性能之间的关系;建立了宏观断裂形式与微观结构参数之间的关联.结果表明:裂纹主要产生在 W-W 界面、W-M 界面,且在基体中向前发展,钨合金材料的破坏可归结为延性材料的破坏;裂纹的尖端始终处于应力集中的状态,随着裂纹的扩展,拉应力集中不断释放,并且转移到新的裂纹尖端;裂纹尖端的单元为拉伸破坏,拉应力是导致裂纹扩展的主要因素.     

基于刚（粘）塑性流动理论的自然单元法研究

将自然单元法与刚（粘）塑性流动理论相结合,对自然单元法在金属塑性成形过程数值模拟中的应用进行了研究。采用基于Voronoi图和Delaunay三角化结构的Non-Sibsonian插值方法构造近似速度场向量,实现无网格方法中速度边界条件的直接精确施加,提出了基于刚（粘）塑性流动理论的无网格自然单元法。运用不完全广义变分...     

桁架拱结构在地震动双向多点激励下的反应分析

基于经验相干损失函数和《建筑抗震设计规范》定义的反应谱模拟了空间变化地震动,进行了空间变化水平向和竖向地震动共同激励下桁架拱结构的反应分析。数值分析结果表明,与一致激励引起的结构反应相比,考虑地震动的空间变化增大了桁架拱结构的地震反应,引起地震动空间变化的每一个因素对于结构反应都有重要的影响。传统的基于一致地震动和仅考...     

正则长波方程的三次配点法

本文讨论了正则长波方程(RLW方程)的三次配点法,得到半离散格式的最优阶误差估计,同时给出基于向后Euler法的全离散格式,并证明了相应的误差估计.     

从"费马点"谈起

法国数学家费马1640年前后向意大利物理学家托里拆利提出这样-个问题:在已知△ABC所在的平面上求一点P,使它到三角形三顶点的距离之和最小.这个问题中所求的点被人们称为"费马点".类似这样的最值问题令人着迷,催人思考,在平面几何中占居一席之地实施新课改以来,古老的最值问题以崭新的姿态频频出现在各地中考试卷上,笔者以近几年中考数学试题为例,介绍几种不同类型的线段最值问题及解题策略,仅供参考.     

由一道初中生也能解的高考题说开去

纵观近几年高考试卷,不难发现其中出现了不少初中生也能解决的试题,如能从高考题中提取出最新信息,将高考中个别试题"初等化",稍加演变就成为中考数学中的压轴题,这样的中考题新颖且有创意,解决此类题会让初中生体会到解题后的成功喜悦,进一步激发其学习数学的兴趣.     

一道数学压轴题的代数法与几何法之比较

1 题目(2011年广州)如图1,⊙O中AB是直径,C是⊙O上一点,∠ABC =45°,等腰直角三角形DCE中∠DCE是直角,点D在线段AC上.(1)证明:B,C,E三点共线;(2)若M是线段BE的中点,N是线段AD的中点,证明:MN＝√2OM;