首页 | 本学科首页   官方微博 | 高级检索  
     

混凝土收缩徐变对系杆拱桥的影响分析
引用本文:吴圣贤.混凝土收缩徐变对系杆拱桥的影响分析[J].安徽建筑大学学报,2016,24(3):23-26.
作者姓名:吴圣贤
作者单位:合肥工业大学,土木与水利工程学院,合肥市,230009
摘    要:收缩徐变作为混凝土结构固有特性,随着时间地延伸,它会不断地变化1]。尤其针对一些比较敏感的混凝土结构,如悬臂端、预应力混凝土连续梁等,其收缩徐变影响更为明显。本文以一工程实例为背景,利用有限元软件Midas进行桥梁模拟,通过对不同收缩徐变情况的探讨,得出混凝土收缩徐变对系杆拱桥的影响。

关 键 词:收缩  徐变  Midas  系杆拱桥

Analysis of the Effect of Shrinkage and Creep of Concrete on Arch- bridge
Wu Shengxian.Analysis of the Effect of Shrinkage and Creep of Concrete on Arch- bridge[J].Journal of Anhui Jianzhu University,2016,24(3):23-26.
Authors:Wu Shengxian
Affiliation:Civil engineering school,Hefei University of Technology,Hefei,230009,China)
Abstract:Shrinkage and creep are the inherent properties of concrete, and it will change continuously,especially for some of the more sensitive concrete structure, such as cantilever end,prestressed concrete continuous beam and so on , its effect is more obvious. This thesis takes an engineering example as the background, building bridge model with the ifnite element software Midas, and exploring different conditions of shrinkage and creep , getting the inlfuenceof concrete shrinkage and creep on the tied arch bridge.
Keywords:Shrinkage  Creep  Midas  Tied Arch Bridge
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《安徽建筑大学学报》浏览原始摘要信息
点击此处可从《安徽建筑大学学报》下载全文
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