空间3-UPU/UPU机构的刚度分析

以3-UPU/UPU并联机构为例,进行机构分析及运动学分析,得到机构的雅克比矩阵;在静平衡条件下计算出并联机构的局部刚度矩阵和全局刚度矩阵;利用数学软件MATLAB绘制3-UPU/UPU并联机构的局部刚度曲线以及全局刚度曲线,分析上下平面外接圆半径的变化对局部刚度和全局刚度的影响.结果表明局部刚度矩阵以及全局刚度取决于机构的位姿,对于给定的位姿可求机构局部刚度及全局刚度的变化范围;机构的上下表面半径的变化情况影响着局部刚度和全局刚度,因此可以适当地增大上下表面半径来获得较高的局部刚度以及全局刚度。     

用改进扩展有限元法研究重力坝强震断裂过程

采用改进的扩展有限元法(Extended Finite Element Method,XFEM),即引入虚结点的XFEM,在静力功能基础上实现了动力断裂分析功能,并用于强震中结构多条裂缝的同时扩展分析。采用混凝土Ⅰ型和Ⅰ-Ⅱ混合型动力断裂试验进行了精度验证,然后将该方法应用于Koyna坝的地震开裂分析。结果表明,这一方法在求解混凝土Ⅰ型和Ⅰ-Ⅱ混合型动力断裂问题方面具有良好精度,其避免了网格不断重剖分的问题,也无需采用开裂单元的子域积分来描述非连续位移场,即可实现单元内连续断裂过程的模拟。     

基于有限元法的斜齿轮齿条啮合接触分析

通过Solidworks软件建立了斜齿轮齿条模型.采用有限元法和Solidworks Simu-lation有限元软件计算最恶啮合接触区域以及齿轮齿条啮合时齿根上最大的弯曲应力和接触区域上的接触应力.通过理论经验计算应力公式与有限元法计算的应力值相比较,以验证通过最恶啮合接触区域计算接触应力的可行性.     

基于最小二乘支持向量机岩土本构模型的有限元分析

有限元分析在岩土工程中有着非常重要的作用,本文基于最小二乘支持向量机理论建立了岩土本构模型,并结合有限元理论分析了ABAQUS在求解非线性问题的基本原理和具体过程。利用ABAQUS中UMAT接口将最小二乘支持向量机岩土本构模型用于一隧道工程开挖实例分析,结果表明其最小二乘支持向量机本构模型用于有限元分析的可行性和优越性。     

基于FEFLOW傍河水源地地下水数值模拟

文章根据研究区的水文地质特征,建立了水文地质概念模型和地下水流数值模拟模型,对该模型进行了识别和验证.对新的开采方案下的地下水状况进行模拟.     

Short-term changes in upper extremity dynamic mechanical response parameters following power hand tool use

Dynamic mechanical response parameters (stiffness, damping and effective mass), physiological properties (strength and swelling) and symptoms of the upper limb were measured before power tool operation, immediately following and 24?h after power tool operation. Tool factors, including peak torque (3 Nm and 9 Nm) and torque build-up time (50?ms and 250?ms), were controlled in a full factorial design. Twenty-nine inexperienced power hand tool users were randomly assigned to one of four conditions and operated a pistol grip nutrunner four times per min for 1?h in the laboratory. Isometric strength decreased immediately following tool use (15%) (p?<?0.01) and 24?h later (9%) (p?<?0.05). Mechanical parameters of stiffness (p?<?0.05) and effective mass (p?<?0.05) were affected by build-up time. An average decrease in stiffness (43%) and effective mass (57%) of the upper limb was observed immediately following pistol grip nutrunner operation for the long (250?ms) build-up time. A previously developed biomechanical model was used to estimate handle force and displacement associated with the tool factors in the experiment. The conditions associated with the greatest predicted handle force and displacement had the greatest decrease in mechanical stiffness and effective mass, and the greatest increase in localized discomfort.     

DirectX在有限元分析结果三维彩色云图生成方法中的应用

本文采用扫描线法,将DirectX技术应用到有限元分析结果三维彩色云图的生成方法中,利用DirectX的实体填充模式和高洛德着色模式完成云图渲染绘制。通过实例验证,本文给出的云图生成方法不仅效果好、速度快,而且方法简单、实用。该方法适用于各类场值三维彩色云图的生成,具有很好的通用性和扩展性。     

一种有效的标签抽取和匹配方法

标签抽取和匹配是查询接口理解的重要组成部分。提出了一种基于视觉的标签抽取和匹配方法,深入分析了相关匹配因子,给出了一种对查询接口表单进行重构的方法,它能依据接口HTMI_源代码自动还原出该表单的视觉布局特征。在最终的匹配算法中,综合考虑了基于label标记的匹配、基于文本语义的匹配以及基于位置特征的匹配。在8个领域共计277个查询接口上的实验证明了所提方法能取得较高的匹配精度。     

Influence of particle elasticity in shear testers

Two dimensional simulations of non-cohesive granular matter in a biaxial shear tester are discussed. The effect of particle elasticity on the mechanical behavior is investigated using two complementary distinct element methods (DEM): Soft particle molecular dynamics simulations (Particle Flow Code, PFC) for elastic particles and contact dynamics simulations (CD) for the limit of perfectly rigid particles. As soon as the system dilates to form shear bands, it relaxes the elastic strains so that one finds the same stresses for rigid respectively elastic particles in steady state flow. The principal stresses in steady state flow are determined. They are proportional to each other, giving rise to an effective macroscopic friction coefficient which is about 10% smaller than the microscopic friction coefficient between the grains.     

沉桩效应的差异分析

运用Crisp程序, 对饱和砂土中的打桩效应进行有限元分析。采取线弹性、理想弹塑性两种本构关系以及应力边界条件法、圆柱孔扩张理论两种沉桩过程模拟方式分别进行组合计算, 并对三种计算组合由于不同的本构关系和沉桩过程模拟方式所引起的超孔隙水压力、径向有效应力增量、地面隆起以及桩周土径向位移等沉桩效应的差异进行讨论, 得出一些初步结论。