Simulation Analysis of Concrete Dam's Joints Based on Elastic-plastic Creep Model
Huang, Yao-ying1; Zheng, Hong2; Zhou, Yi-hong1
2012
会议日期DEC 17-18, 2011
会议地点Macau, PEOPLES R CHINA
关键词Concrete dam Joint Elastic-plastic Creep Model Simulate
卷号137
DOI10.4028/www.scientific.net/AMM.137.243
页码243
英文摘要When the stress of concrete dam joints during the whole construction process is simulated with the elastic creep model, the simulated result will be larger than the real value if the elastic modulus of the joints take the minimum value and the plastic yield and cracking of joints are not considered; while problems like iterative convergence will appear if the contact element or thin-layer element is applied to the analysis. In consideration of the above factors, an elastic-plastic model, obtained by connecting one or two Bingham elements in series in the conventional model, was carried out for the stress simulation analysis of concrete joints based on the visco-elastic-plastic theory. From the discussion of the feasibility of setting up longitudinal joints in the bottom hole dam section, it is concluded that the concrete joints can be simulated by elastic-plastic creep model presented in this paper, for this method can fairly reflect the deformation stress condition of the concrete joints; in addition, it neither increases the complexity of program development, nor is related to iterative convergence.
源文献作者Zhu, R
会议录APPLIED MECHANICS AND CIVIL ENGINEERING
会议录出版者TRANS TECH PUBLICATIONS LTD
会议录出版地DURNTEN-ZURICH
语种英语
WOS研究方向Engineering ; Mechanics
WOS记录号WOS:000306531100042
内容类型会议论文
源URL[http://119.78.100.198/handle/2S6PX9GI/4668]  
专题岩土力学所知识全产出_会议论文
国家重点实验室知识产出_会议论文
作者单位1.China Three Gorges Univ, Coll Hydraul & Environm Engn ;
2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech
推荐引用方式
GB/T 7714
Huang, Yao-ying,Zheng, Hong,Zhou, Yi-hong. Simulation Analysis of Concrete Dam's Joints Based on Elastic-plastic Creep Model[C]. 见:. Macau, PEOPLES R CHINA. DEC 17-18, 2011.
个性服务
查看访问统计
相关权益政策
暂无数据
收藏/分享
所有评论 (0)
暂无评论
 

除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。


©版权所有 ©2017 CSpace - Powered by CSpace