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

来源：

PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING II, PTS 1-4 | 2013年 / 405-408卷

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

页码：850 / +

页数：2

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