带岛屿约束的三角形空间剖分算法的改进方法     

唐卫  陈锁忠  郭飞  温永宁 《水文地质工程地质》2006,33(5):58-60

本文针对数值模拟中三角形有限元网格的具体要求，对经典的Bowyer-watson算法作了局部改进，利用具有岛屿约束的Delaunay剖分方法来构建三角形网格，使其适用于有岛屿、关键点和特征线约束的区域剖分的要求。此方法在（苏州，无锡，常州）以下简称苏锡常地区地下水流数值模拟中得到了应用，结果表明此方法自动生成带岛屿约束的三角形网格是可行的。  相似文献   

On the stress distribution at the bonding interface between rock and bolt     

《Geomechanics and Geoengineering》2013,8(1):71-77

Rock bolt is a major reinforcement technique for roadways in coal mines in China. Generally, separation of the bonding interface between the rock mass and the bolt may lead to collapse of the bolted rock mass due to stress concentration. In order to establish the stress concentration mechanism on the bonding interface, the distribution functions for shear stress and longitudinal force on the interface are derived using Mindlin's model, and a failure criterion for the interface is proposed. In addition, influencing factors for the stress distribution mode are identified. Both analytical study and numerical simulations by ANSYS have shown that, as the elastic modulus of rock increases, both shear stress and the longitudinal force-concentrating zone move towards the outer end of bolt and decrease gradually from the free surface to the rock mass body. Also, there is an optimizing cement thickness which results in relatively uniform distributions of shear stress and longitudinal force on the interface. It is valuable to investigate the bolt invalidity mechanism as well as reinforcement safety estimation in underground rock engineering design.  相似文献   

A FINITE VOLUME SEMI-IMPLICIT SEMI-LAGRANGIAN SCHEME ON THE YIN-YANG MESH     

刘宇迪  李大伟 《热带气象学报(英文版)》2019,25(3):373-384

Designed for grid point systems, the traditional semi-Lagrangian semi-implicit scheme is not mass-conserving and can lead to significant solution errors. In the present study, a finite-volume semi-Lagrangian semi-implicit scheme (hereafter “FVSLSI”) is designed for the Yin-Yang mesh and tested in a barotropic shallow water model in the spherical coordinate system. Three test cases, i.e. the advection of a solid body, a steady state nonlinear zonal geostrophic flow and the deformation flow, are simulated to compare the performance of the FVSLSI with that of the traditional semi-Lagrangian scheme (hereafter “SL”) from perspectives of shape preservation, mass conservation, normalized bias, and convergence rate. Results indicate that the FVSLSI performs better than the SL in mass conservation and shape preservation. The bias by the FVSLSI is smaller than that by the SL, while the rate of convergence by the FVSLSI is larger than that by the SL. The FVSLSI also allows large time step. Therefore, the FVSLSI is suggested to be distributed to communities that are developing atmospheric/oceanic models.  相似文献   

北京中元国际改扩建工程复杂场地深基坑设计与施工     

王建庆 《探矿工程》2018,45(4):60-64

以北京中元国际工程设计研究院办公楼改扩建工程基坑支护为例,以解决实际问题为主线,从针对周边建筑物的支护设计优化、施工管理和地下管线障碍物的处理等3方面,就复杂场地内如何有效地利用场地条件和场地空间来满足地下结构的施工要求进行了论述。  相似文献   

A visualization-oriented 3D method for efficient computation of urban solar radiation based on 3D–2D surface mapping     

Jianming Liang  Wenhang Li  Abdoul Nasser Ibrahim 《International journal of geographical information science》2014,28(4):780-798

The temporal and spatial distribution of solar energy in urban areas is highly variable because of the complex building structures present. Traditional GIS-based solar radiation models rely on two-dimensional (2D) digital elevation models to calculate insolation, without considering building facades and complicated three-dimensional (3D) shading effects. Inspired by the ‘texture baking’ technique used in computer graphics, we propose a full 3D method for computing and visualizing urban solar radiation based on image-space data representation. First, a surface mapping approach is employed to project each 3D triangular mesh onto a 2D raster surface whose cell size determines the calculation accuracy. Second, the positions and surface normal vectors of each 3D triangular mesh are rasterized onto the associated 2D raster using barycentric interpolation techniques. An efficient compute unified device architecture -accelerated shadow-casting algorithm is presented to accurately capture shading effects for large-scale 3D urban models. Solar radiation is calculated for each raster cell based on the input raster layers containing such information as slope, aspect, and shadow masks. Finally, a resulting insolation raster layer is produced for each triangular mesh and is represented as an RGB texture map using a color ramp. Because a virtual city can be composed of tens of thousands of triangular meshes and texture maps, a texture atlas technique is presented to merge thousands of small images into a single large image to batch draw calls and thereby efficiently render a large number of textured meshes on the graphics processing unit.  相似文献   

简谐振动荷载下锚杆加固岩质边坡的受力分析     

刘建华  汪优  付康林  钟鹍 《岩土力学》2012,33(Z1):85-90

基于块体动力学方法,考虑简谐振动地震波作用,根据Pseudo-static分析原理建立动力荷载下的锚杆支护边坡简化模型,采用解析方法对求得谐振作用下沿滑移面滑移的边坡破坏运动解以及锚杆内力解的表达式,在此基础上,提出可适用于抗震设计的锚杆受力解答。通过锚杆支护边坡的参数影响分析表明,地震波的频率对破坏体的滑动位移幅值有较大影响,在锚杆加固边坡设计中应避免免引起共振现象;锚杆间距对位移振动幅值影响也较大,随着间距的增大,位移幅值也增大;当锚杆间距一定时,随着坡高的增大,边坡滑动位移幅值增大幅度相较其他参数影响较小;随着边坡岩石边坡角度的增大,位移幅值也随之增大,下边坡角度从60°增大到90°时,位移幅值由7 cm增大到25 cm;上边坡坡度超过25°时,位移幅度急剧增大,在设计和施工中应当引起重视。  相似文献   

最小二乘配点法解一维非稳定流问题     

李静  周德亮  王佳慧 《地下水》2012,(2):20-21

最小二乘配点无网格法是一种新型高效的无网格法。该方法除节点外又在研究域内引入辅助点,近似函数仍然只通过节点构造,微分方程在所有节点和辅助点上满足。用最小二乘配点法计算河间承压非稳定流问题,算例表明,最小二乘配点法比有限差分法计算精度高,稳定性好。  相似文献   

Unsteady RANS simulation of a surface piercing propeller in oblique flow     

《Applied Ocean Research》2016

Conventional propellers might undergo severe cavitation at high speeds and this phenomenon not only affects the efficiency of the propeller, but also may result in serious damages in propulsion system. Due to their special geometries, surface piercing propellers (SPPs) overcome this problem and achieve high efficiencies in high speeds. Therefore, SPPs are one of the popular propulsors for high-speed crafts. The present research is aimed to pursue SPP's performance in the off-design conditions. URANS method was used to study the performance of the 841-B SPP (a case with some available experimental results; Olofsson, 1996) in several immersion ratios (I = 33%, 50%, 75% and 100%) and maneuvering conditions (incident angles of 0°, 10° and 20°). The free surface was simulated using VOF method. Off-design conditions might exert extra or less forces and torques on the propeller's blade. In the present research for 841-B SPP, it was found that a maneuver condition would increase the thrust and torque coefficient for some cases. The sliding mesh technique was utilized to simulate the 841-B SPP performance, which unlike the multiple reference frame (MRF) technique, this technique allows to capture the blades hit on the water surface in transient mode simulations.  相似文献   

Numerical solution of the asymmetric water impact of a wedge in three degrees of freedom     

H.Ghazizade-Ahsaee  A.H.Nikseresht 《中国海洋工程》2013,27(3):313-322

Impact problems associated with water entry have important applications in various aspects of naval architecture and ocean engineering. Estimation of hydrodynamic impact forces especially during the first instances after the impact is very important and is of interest. Since the estimation of hydrodynamic impact load plays an important role in safe design and also in evaluation of structural weight and costs, it is better to use a reliable and accurate prediction method instead of a simple estimation resulted by analyzing methods. In landing of flying boats, some phenomena such as weather conditions and strong winds can cause asymmetric instead of symmetric descent. In this paper, a numerical simulation of the asymmetric impact of a wedge, as the step of a flying boat, considering dynamic equations in two-phase flow is taken into account. The dynamic motion of the wedge in two-phase flow is solved based on finite volume method with volume of fluid (VOF) scheme considering dynamic equations. Then the effects of different angles of impact and water depth on the velocity change and slamming forces in an asymmetric impact are investigated. The comparison between the simulation results and experimental data verifies the accuracy of the method applied in the present study.  相似文献