Non‐iterative time integration scheme for non‐linear dynamic FEM analysis     

Riki Honda  Hisakazu Sakai  Sumio Sawada 《地震工程与结构动力学》2004,33(1):111-132

This paper proposes a non‐iterative time integration (NITI) scheme for non‐linear dynamic FEM analysis. The NITI scheme is constructed by combining explicit and implicit schemes, taking advantage of their merits, and enables stable computation without an iteration process for convergence even when used for non‐linear dynamic problems. Formulation of the NITI scheme is presented and its stability is studied. Although the NITI scheme is not unconditionally stable when applied to non‐linear problems, it is stable in most cases unless stiffness hardening occurs or the problem has a large velocity‐dependent term. The NITI scheme is applied to dynamic analysis of the non‐linear soil–structure system and computation results are compared with those by the central difference method (CDM). Comparison shows that the stability of the NITI scheme is superior to that of the CDM. Accuracy of the NITI scheme is verified because its results are identical with those by the CDM in which the time step is set as 1/10 of that for the NITI scheme. The application of the NITI scheme to the mesh‐partitioned FEM is also proposed. It is applied to dynamic analysis of the linear soil–structure system. It yields the same results as a conventional single‐domain FEM analysis using the Newmark β method. This result verifies the usability of mesh‐partitioned FEM analysis using the NITI scheme. Copyright © 2003 John Wiley& Sons, Ltd.  相似文献   

Load testing of anchors for wire mesh and cable net rockfall slope protection systems   总被引：1，自引：0，他引：1  

Shanzhi Shu  Balasingam Muhunthan  Thomas C. Badger  Robert Grandorff 《Engineering Geology》2005,79(3-4):162-176

This study presents results of field tests conducted on anchors used to support wire mesh and cable net rockfall protection systems. The load transfer and failure characteristics of these anchors are different from those used in most civil applications in that loads are often applied transversely to the top of tendon rather than axially. The study included vertical as well as horizontal series of tests conducted on some anchors widely used in wire mesh and cable net rockfall protect systems. It was found that the deformation characteristics of these anchors under vertical loading are nonlinear. They are approximated by a hyperbolic formulation and used to calculate the ultimate capacity. Top-downward progressive cracking of the grout was observed during loading and influences the deformation characteristics of these anchors under horizontal loading. The anchors deflected excessively before they could attain their ultimate capacity in the horizontal direction. Based on the field tests, it appears that the deformation under horizontal loading in the systems can be limited by using an enlarged grout zone at the top.  相似文献   

基于加权网格简化的建筑物群渐进式典型化     

郭庆胜  李洪省  刘纪平 《武汉大学学报(信息科学版)》2005,30(4):293-296

提出了渐进式简化建筑物群目标的算法，该算法考虑了目标之间的分辨距离和密度，能够渐进式得到任意比例尺的地图，可以从几何和语义两方面最大限度地保持原有建筑物群的特征，同时可保持综合前后不同分区之间的密度差异。  相似文献   

Numerical simulation of viscous cavitating flow around a ship propeller     

朱志峰  方世良  王晓燕  孟昭文  刘平香  杜选民 《中国海洋工程》2011,25(3):539-548

In the present study, cavitation and a ship propeller wake are reported by computed fluid dynamics based on viscous multiphase flow theory. Some recent validation results with a hybrid grid based on unsteady Navier-Stokes (N-S) and bubble dynamics equations are presented to predict velocity, pressure and vapor volume fraction in propeller wake in a uniform inflow. Numerical predictions of sheet cavitation, tip vortex cavitation and hub vortex cavitation are in agreement with the experimental data, same as numerical predictions of longitudinal and transversal evolution of the axial velocity. Blade and shaft rate frequency of propeller is well predicted by the computed results of pressure, and tip vortex is the most important to generate the pressure field within the near wake. The overall results indicate that the present approach is reliable for prediction of cavitation and propeller wake on the condition of uniform inflow.  相似文献   

A NUMERICAL ANALYSIS ON TYPHOON ASYMMETRIC STRUCTURE AND MOTION     

袁金南  王国民 《热带气象学报(英文版)》1997,3(2):159-167

Five prediction experiments are carried out with two typhoons in 1992 using a limitedarca primitiveequations and two-way interactive model in a movable,nested mesh. The result indicates good agreementin terms of motion between the prediction and observation. Studying the asymmetric structure in the cases selected, a close link is uncovered between the temporal evolutions of the structure and the track of motion in a tropical cyclone. Understanding of real asymmetric structure will help to improve the skill offorecasting tropical cyclones.  相似文献   

自适应网格在大气海洋问题中的初步应用   总被引：15，自引：4，他引：15  

刘卓  曾庆存 《大气科学》1994,18(6):641-648

自适应网格法是80年代兴起的通过求解椭圆型方程的边值问题来数值生成网格的一种新方法。它是在任意形状的区域上求偏微分方程的数值解的一种非常有效的工具。该方法抛弃了等距均匀的差分网格，代之以能够自动地适应所研究问题中解的特征的疏密程度不均的曲线网格。如在边界上计算网格与实际边界相重合，在区域内部可任意调节网格点的疏密程度等。本文扼要地介绍了自适应网格的原理及其构造方法。并将其应用于生成南海区域的计算网格以及数值预报台风路径的自适应网格。  相似文献   

复杂区域自适应三角形网格全自动生成方法   总被引：10，自引：4，他引：10  

邓建辉  葛修润 《岩土力学》1994,15(2):43-54

为了使用自适应有限单元法求解岩土工程问题，本文在行被法的基础上，提出了一种适用于多介质复杂区域的三角形网格全自动生成方法。文中给出三个工程算例．  相似文献   

通用三维GIS场数据模型研究与实践   总被引：1，自引：0，他引：1  

宋关福  钟耳顺  周芹  冯振华 《测绘地理信息》2020,(2):1-7

随着三维地理信息系统(geographic information system,GIS)应用的发展,空中电磁信号场、空气与水体污染场、地下地质属性场等连续、非匀质的三维空间属性场数据进行建模、可视化与分析计算对GIS基础软件提出了新的挑战。已被广泛应用的TIN(triangulated irregular network)与栅格数据属于表面模型,通常用来表达二维场数据,其中由TIN组成的封闭表面可用于表达三维体,但两者都无法描述非匀质、连续变化的三维属性场。探讨了在通用GIS基础软件中基于TIN和Grid进行升维表达,实现不规则四面体网格(tetrahedralized irregular mesh,TIM)和体元栅格(voxel grid)两大类三维空间场数据模型,分析了两类数据模型的特点,探讨了三维场数据在可视化和分析计算方面的关键技术,实现了基于TIM与体元栅格表达和应用三维GIS场数据,完善了GIS三维数据模型体系,实现了空/天、地表、地下全空间的一体化表达、模拟与分析计算。  相似文献   

内陆单斜构造内咸水入侵淡水含水层三维数值模拟：——以山西柳林？…     

薛禹群  张政治 《地质学报》2000,74(4):353-362

本文建立了内陆单斜构造内咸水入侵淡水含水层的三维可混溶溶质运移模型。同时,为了尽可能提高模拟精度,还建立了区域二维水流模型和水质模型,为三维模型提供边界条件。模型应用于描述柳林电厂水源地咸－淡水界面运移特征,模拟效果良好,还据此预报了咸水入侵的可能性并探讨了淡水流的强弱对咸－淡水界面运移的影响。  相似文献   

自适应网格模式在暴雨数值模拟中的应用   总被引：2，自引：4，他引：2  

郑祚芳  沈桐立 《南京气象学院学报》2002,25(2):173-179

基于变分原理，自适应网格技术能根据数值模式的特点，在模式解梯度大的地区自动加密网格，提高模式的分辨率。将其应用于MM4模式中，采用多重网格法以加速自适应网格的生成。对1996年8月4日至5日发生在华北的特大台风暴雨过程，用自适应网格模式和均匀网格模式进行了数值模拟和动力诊断分析，以研究自适应网格模式在天气预报和模拟应用中的特点。试验表明，采用自适应网格后计算稳定，对所关心的天气系统及其降水的模拟精度均高于均匀网格模式，对形势场、风场的模拟精度也有明显改善。  相似文献