Time-Dependent Behavior of Shrinkage Strain for Early Age Concrete Affected by Temperature Variation

被引:11
作者
Qin, Yu [1 ,2 ]
Yi, Zhijian [1 ]
Wang, Weina [1 ]
Wang, Di [3 ]
机构
[1] Chongqing Jiaotong Univ, Sch Civil Engn, Chongqing 400074, Peoples R China
[2] Design & Res Co Ltd, CREEC Chongqing Survey, Chongqing 400023, Peoples R China
[3] Tech Univ Carolo Wilhelmina Braunschweig, Pavement Engn Ctr, D-38106 Braunschweig, Germany
基金
美国国家科学基金会;
关键词
HIGH-PERFORMANCE CONCRETE; AUTOGENOUS SHRINKAGE; INTERIOR HUMIDITY; DRYING SHRINKAGE; CREEP; ADMIXTURES; RATIO;
D O I
10.1155/2017/3627251
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Shrinkage has been proven to be an important property of early age concrete. The shrinkage strain leads to inherent engineering problems, such as cracking and loss of prestress. Atmospheric temperature is an important factor in shrinkage strain. However, current research does not provide much attention to the effect of atmospheric temperature on shrinkage of early age concrete. In this paper, a laboratory study was undertaken to present the time-dependent shrinkage of early age concrete under temperature variation. A newly developed Material Deformation Tester (MDT), which can simulate consecutive variation of atmospheric temperature, was used to collect the shrinkage strain of specimens and temperature data. A numerical model was established to describe the thermoelastic strain of a specimen. The results show that (1) there are several sharp shrinkages up to 600 mu for early age concrete in the first 3 days; (2) the absolute value of shrinkage strain is larger than thermal strain; and (3) the difference of shrinkage strain under temperature variation or constant temperature is up to 500 mu.
引用
收藏
页码:1 / 7
页数:7
相关论文
共 38 条
[1]  
Aitcin P.-C., 1997, Concrete International, V19, P35
[2]   Mechanism of early age shrinkage of concretes [J].
Aly, Tarek ;
Sanjayan, J. G. .
MATERIALS AND STRUCTURES, 2009, 42 (04) :461-468
[3]  
American Concrete Institute Committee 209, 1997, PRED CREEP SHRINK TE
[4]  
[Anonymous], 2004, D622004 JTG
[5]   Effect of elevated temperature curing on properties of alkali-activated slag concrete [J].
Bakharev, T ;
Sanjayan, JG ;
Cheng, YB .
CEMENT AND CONCRETE RESEARCH, 1999, 29 (10) :1619-1625
[6]  
Bazant Z.P., 1995, Creep and Shrinkage Prediction Model for Analysis and Design of Concrete Structures: Model B3
[7]  
BAZANT ZP, 1974, J ENG MECH DIV-ASCE, V100, P1183
[8]  
Bentz DP, 2008, ACI MATER J, V105, P414
[9]   Analysis of shrinkage and creep behaviors in polymer-coated lightweight concretes [J].
Bideci, Alper ;
Bideci, Ozlem Salli ;
Oymael, Sabit ;
Yildirim, Hasan .
SCIENCE AND ENGINEERING OF COMPOSITE MATERIALS, 2016, 23 (01) :77-83