首页 | 本学科首页   官方微博 | 高级检索  
     检索      

沥青混凝土心墙坝非线性有限元应力变形分析
引用本文:潘家军,江 凌.沥青混凝土心墙坝非线性有限元应力变形分析[J].岩土力学,2006,27(Z2):447-451.
作者姓名:潘家军  江 凌
作者单位:1. 武汉大学 土木建筑工程学院,武汉430072; 2. 武汉大学 水资源与水电科学国家重点实验室,武汉430072
摘    要:利用大型通用有限元分析软件ABAUQS的用户开发平台,实现了Duncan-Chang 模型的接口开发,完成了某沥青混凝土堆石坝的填筑与蓄水过程二维非线性有限元仿真模拟,得到了坝体和沥青混凝土心墙的应力与变形等结果,其成果对工程坝体断面优化分区、沥青混凝土心墙防渗设计可提供参考依据;同时表明:充分利用ABAQUS已经具备的非线性分析功能,二次开发是完成土石坝非线性应力应变分析的有效解决方案。

关 键 词:沥青混凝土堆石坝  应力应变分析  非线性有限元  ABAQUS  二次开发  
收稿时间:2006-07-19

Analysis of stress-deformation for asphalt concrete core dam by nonlinear FEM
PAN Jia-jun,JIANG Ling.Analysis of stress-deformation for asphalt concrete core dam by nonlinear FEM[J].Rock and Soil Mechanics,2006,27(Z2):447-451.
Authors:PAN Jia-jun  JIANG Ling
Institution:1. School of Civil and Architectural Engineering,Wuhan University,Wuhan 430072,China; 2. State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University,Wuhan 430072,China
Abstract:Based on the use-developed platform of the general-purpose FEM system ABAQUS, Duncan-Chang constitutive model was numerically implemented. Stress and movement analysis for an asphalt concrete core dam including the phases of filling and impounding were conducted by 2-D nonlinear FEM. The magnitudes of stresses and displacements of the dam and asphalt concrete core were obtained. All results are reasonable and capable of providing important reference to the optimization of cross-section zones and design of seepage of asphalt concrete core for the project. Moreover, by fully utilizing the nonlinear analysis capacities provided by ABAQUS, further development is a shortcut and an effective solution to accomplish stress and strain analysis for earth-rock dam.
Keywords:asphalt concrete core rockfill dam  stress-strain analysis  nonlinear FEM  ABAQUS  redevelopment  
点击此处可从《岩土力学》浏览原始摘要信息
点击此处可从《岩土力学》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号