Influence of early age volume changes on long-term concrete shrinkage

被引:0
|
作者
Holt, EE
Janssen, DJ
机构
[1] Tech Res Ctr Finland, FIN-02044 VTT, Finland
[2] Univ Washington, Dept Civil Engn, Seattle, WA 98195 USA
来源
CONCRETE IN CONSTRUCTION | 1998年 / 1610期
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Volume changes can occur in concrete during the first 24 hr and are generally missed in laboratory shrinkage evaluations. Unfortunately these early age volume changes are present in real pavements and structures and can contribute to the cracking behavior of the concrete at later ages. Early age volume changes can occur in two forms: drying shrinkage before the start of curing and autogenous volume changes. Although these early age volume changes are often dismissed as being insignificant, recent work in Europe has identified magnitudes for early age volume changes of some concretes that are equal to or greater than 28-day drying shrinkage measurements. Expansions have also been identified in some cases. The results of some investigations of volume changes in concrete during the first 24 hr under both drying and nondrying conditions are presented. An example of potential long-term cracking under partially restrained conditions (concrete slab-on-grade modeled by a concrete ring cast around a hollow steel ring) is used to illustrate the magnitude of influence of early age volume changes on concrete cracking. Both test procedures employ nonstandard methods to quantify the cracking potential of concrete.
引用
收藏
页码:28 / 32
页数:5
相关论文
共 50 条
  • [1] Influence of early age volume changes on long-term concrete shrinkage
    Univ of Washington, Seattle, United States
    Transp Res Rec, 1610 (28-32):
  • [2] Long-Term Concrete Shrinkage Influence on the Performance of Reinforced Concrete Structures
    Dey, Alinda
    Vastrad, Akshay Vijay
    Bado, Mattia Francesco
    Sokolov, Aleksandr
    Kaklauskas, Gintaris
    MATERIALS, 2021, 14 (02) : 1 - 16
  • [3] Influence of the Proportion of Recycled Gravel on Shrinkage and Cracking Risk: Early Age and Long-Term Behavior
    Bendimerad, A. Z.
    Roziere, E.
    Loukili, A.
    CONCREEP 10: MECHANICS AND PHYSICS OF CREEP, SHRINKAGE, AND DURABILITY OF CONCRETE AND CONCRETE STRUCTURES, 2015, : 864 - 871
  • [4] Influence of shrinkage reduce agent on early age autogenous shrinkage of concrete
    Qian, XQ
    Meng, T
    Zhan, SL
    Fang, MH
    ENVIRONMENTAL ECOLOGY AND TECHNOLOGY OF CONCRETE, 2006, 302-303 : 211 - 217
  • [5] Influence of superplasticizer and shrinkage-reducing admixtures on early age shrinkage of concrete
    Qian, Xiao-Qian
    Zhan, Shu-Lin
    Zhu, Yao-Tai
    Key Engineering Materials, 2009, 405-406 : 166 - 173
  • [6] Influence of Superplasticizer and Shrinkage-reducing Admixtures on Early Age Shrinkage of Concrete
    Qian, Xiao-Qian
    Zhan, Shu-Lin
    Zhu, Yao-Tai
    ULTRA-HIGH-PUMPABILITY AND HIGH PERFORMANCE CONCRETE TECHNOLOGY, 2009, 405-406 : 166 - 173
  • [7] Study on Prediction of Behavior of Shrinkage with Volume Change of Concrete in Early Age
    Mizobuchi, T.
    Arai, J.
    Senba, R.
    CONCREEP 10: MECHANICS AND PHYSICS OF CREEP, SHRINKAGE, AND DURABILITY OF CONCRETE AND CONCRETE STRUCTURES, 2015, : 1279 - 1288
  • [8] INFLUENCE OF LOADING AGE ON LONG-TERM DRYING CREEP OF CONCRETE.
    Chern, Jenn-Chuan
    Wu, Yeong-Gee
    Chang, Hsing-Cheng
    Chung-kuo Kung Ch'eng Hsueh K'an/Journal of the Chinese Institute of Engineers, 1988, 11 (02): : 113 - 120
  • [9] Influence of shrinkage-reducing admixtures on plastic and long-term shrinkage
    Saliba, J.
    Roziere, E.
    Grondin, F.
    Loukili, A.
    CEMENT & CONCRETE COMPOSITES, 2011, 33 (02): : 209 - 217
  • [10] Early-age loading and long-term deflections of reinforced concrete beams
    Rosowsky, DV
    Stewart, MG
    Khor, EH
    ACI STRUCTURAL JOURNAL, 2000, 97 (03) : 517 - 524