Concrete Creep and Shrinkage Effect Analysis Program Development

被引:0
|
作者
Li Faxiong [1 ]
Guo Jia [1 ]
Huang Houqing [2 ]
Liu Qian [3 ]
机构
[1] Minist Transport, Res Inst Highway, Beijing 100088, Peoples R China
[2] China Commun 2nd Navigat Bur 2nd Engn, Chongqing 630042, Peoples R China
[3] Wenzhou Oujiang River Highway Construct Co Ltd, Wenzhou 325000, Peoples R China
关键词
Bridge engineering; concrete; shrinkage; creep; verification;
D O I
10.4028/www.scientific.net/AMM.405-408.850
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In order to analysis of concrete based on ABAQUS, A creep and shrinkage of concrete analysis program TDPA was developed. Firstly, the theory of creep and shrinkage effect of concrete was introduced, with the help of a Dirichlet series properties, creep stepwise recursive method was introduced to avoid stress history of large capacity storage; Secondly, using three user subroutine interface USDFLD, GETVRM, UEXPAN provided by ABAQUS, analysis program TDPA was developed by Fortran program language; Finally, typical long-term load tests of pre-stressed concrete and steel concrete composite members long term tests were selected to prove the reliability of TDPA. Research results show that: the TDAP has high applicability and reliability. It is suitable for a variety of creep and shrinkage prediction model, and provides an effective method for creep and shrinkage of concrete analysis on ABAQUS platform.
引用
收藏
页码:850 / +
页数:2
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