超高层建筑三维风致响应时程分析

进行了某复杂体形超高层建筑顺风向、横风向及扭转风致振动时程分析,用每层质量集中于楼板并视之为刚片的高层建筑层间结构模型代替精细有限元模型。计算结果显示结构位移响应以1阶模态响应为主,该模型代替精确有限元模型能够满足工程计算需要;对于质量中心和刚度中心重合的结构,扭转加速度响应在合加速度响应中占有的比例较小。     

高密度电阻率法多剖面二维勘探数据的三维反演及应用

目前高密度电阻率法所采用的数据资料处理方法主要是把地质结构体视为二度体进行二维处理,而实际的地质结构体大都为三度体或似二度体,从而二维数据资料处理结果只是一种近似解释,其计算精度与反演效果都不佳,对测区多条断面进行综合解释的难度大。然而在实际勘探工作中,受自然条件和工作成本的影响,三维勘探原始数据的获得一般较少,数据勘探仍以二维为主,这样利用二维勘探数据进行三维反演显得尤为重要。本文结合了广东某地高密度电阻率法对岩层划分的工程勘察实例,利用二维勘探的数据进行三维反演,并对二、三维反演结果进行对比,结果表明三维反演在岩层划分中更能凸显岩层分界面区域及岩层的空间分布,而岩层与覆盖层的整体连续性也得以更真实的体现,与钻探结果吻合更好。     

基坑性状的三维数值分析研究

本文从工程实践需要和目前基坑工程的研究现状出发,研制了能考虑基坑开挖的空间效应、土与围护结构的相互作用及施工过程的基坑工程三维有限元分析程序,研究了基坑开挖过程中围护结构变形、主动土压力、支撑轴力、基坑周围地表沉降量及底部隆起的空间分布,探讨了基坑周围地表沉降量分布形式。最后与杭州市某基坑工程实例进行了对比分析,验证了基坑工程进行三维分析的必要性以及计算模式的合理性。     

基于ANSYS的重力坝三维仿真分析

利用有限元分析软件ANSYS对重力坝进行整体模拟,得到了各阶段的力学指标,进行非线性有限元静力和动力分析,研究探讨了坝体及基础在各种工况下的变形和应力规律,以了解坝体和基岩在设计条件下的工作形态,取得了满意的效果。     

Image analysis method for determining 3-D size distribution of coarse aggregates

A new 3-D grain size distribution analysis method for coarse aggregates using image analysis is presented. The method is designed for a laboratory environment and requires no sieving, only imaging of the aggregate. A luminous background material eliminates unwanted shadow effects. Particles are placed so they are not touching, thus the images of the aggregates are of good quality allowing an easy and accurate image analysis with no pre-processing. All three axial lengths of every particle are measured. The results can be plotted either as a continuous curve or showing the axial size of each and every particle. The latter allows the frequency of particles in the tails to be easily evaluated. Good agreement exists between the size distribution curves obtained from the Image Analysis and hand measurements using the Danish Box.     

Fatigue crack growth simulations of 3-D linear elastic cracks under thermal load by XFEM

This paper deals with the fatigue crack growth simulations of three-dimensional linear elastic cracks by XFEM under cyclic thermal load. Both temperature and displacement approximations are extrinsically enriched by Heaviside and crack front enrichment functions. Crack growth is modelled by successive linear extensions, and the end points of these linear extensions are joined by cubic spline segments to obtain a modified crack front. Different crack geometries such as planer, non-planer and arbitrary spline shape cracks are simulated under thermal shock, adiabatic and isothermal loads to reveal the sturdiness and versatility of the XFEM approach.     

盾构管片接头破坏的弹塑性–损伤三维有限元模型研究

分别采用弹塑性本构和弹塑性损伤本构,建立盾构管片接头三维有限元模型,模拟正负弯矩下接头压弯破坏全过程。与实验对比后表明:初始加减阶段采用弹塑性本构和损伤本构得到的结构变形曲线基本重合,且与试验值吻合较好;荷载进一步加大后,采用损伤本构进行分析,其结果更接近试验值,且可更好地模拟结构承载力下降过程。通过有限元网格的收敛性分析,证明网格划分的合理性并给出此类有限元模型网格大小的建议值。最后根据数值模拟结果给出管片接头健康评价指标。