首页 | 本学科首页   官方微博 | 高级检索  
     

普定拱坝温度场反馈分析及开裂仿真
引用本文:彭成佳,兰春杰,杨家修,陈胜宏.普定拱坝温度场反馈分析及开裂仿真[J].武汉大学学报(工学版),2006,39(1):21-25.
作者姓名:彭成佳  兰春杰  杨家修  陈胜宏
作者单位:1. 武汉大学水利水电学院,湖北,武汉,430072
2. 贵阳勘测设计研究院,贵州,贵阳,550002
摘    要:利用ANSYS软件及其二次开发技术,对普定碾压混凝土拱坝温度场进行了参数敏感性和仿真反馈分析研究.在此基础上,采用三维有限元法对该拱坝进行了全过程应力仿真计算.结合实测资料和计算结果,重点分析讨论了普定拱坝贯穿裂缝产生的可能原因,并针对碾压混凝土拱坝设计及施工提出了相关建议.以上研究提供了一种碾压混凝土拱坝温度场反馈分析及开裂仿真研究的初步思路,其分析结果对于类似工程具有一定的实际参考价值.

关 键 词:碾压混凝土拱坝  二次开发  反馈分析  温度应力  仿真  裂缝
文章编号:1671-8844(2006)01-021-05
收稿时间:2004-11-23
修稿时间:2004年11月23

Puding Arch Dam temperature field feedback analysis and cracking simulation
PENG Chengjia,LAN Chunjie,YANG Jiaxiu,CHEN Shenghong.Puding Arch Dam temperature field feedback analysis and cracking simulation[J].Engineering Journal of Wuhan University,2006,39(1):21-25.
Authors:PENG Chengjia  LAN Chunjie  YANG Jiaxiu  CHEN Shenghong
Affiliation:1. School of Water Resources and Hydropower, Wuhan University, Wuhan 430072, gl China ; 2. Guiyang Hydroelectric Investigation,Design and Research Institute, Guiyang 550002, China
Abstract:By using ANSYS software and its secondary development technique,the parameter sensitivity analysis,simulation computation and feedback research of Puding Roller-Compacted Concrete(RCC) Arch Dam temperature field are realized.Based on those researches,the behavior of the dam in the whole process is simulated by 3-D FEM.According to the numerical results and monitoring data,the possible causes of some cracks in the dam are further discussed;and advices on the design and construction of RCC arch dam are given.The research provides a basic idea of temperature field feedback analysis and cracking simulation of RCC arch dam;and the analytical results are also of practical value for the similar engineerings.
Keywords:RCC arch dam  secondary development  feedback analysis  temperature stress  simulation  crack
本文献已被 CNKI 维普 万方数据 等数据库收录!
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