EXPERIMENT ON RELATIONSHIP BETWEEN EARLY AUTOGENOUS SHRINKAGE AND ULTIMATE TENSILE STRAIN OF CONCRETE

Xie Li; Wu Shengxing

doi:10.13204/j.gyjz200702018

Volume 37 Issue 2

Dec. 2014

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Xie Li, Wu Shengxing. EXPERIMENT ON RELATIONSHIP BETWEEN EARLY AUTOGENOUS SHRINKAGE AND ULTIMATE TENSILE STRAIN OF CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 74-76,95. doi: 10.13204/j.gyjz200702018

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Xie Li, Wu Shengxing. EXPERIMENT ON RELATIONSHIP BETWEEN EARLY AUTOGENOUS SHRINKAGE AND ULTIMATE TENSILE STRAIN OF CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 74-76,95. doi: 10.13204/j.gyjz200702018

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EXPERIMENT ON RELATIONSHIP BETWEEN EARLY AUTOGENOUS SHRINKAGE AND ULTIMATE TENSILE STRAIN OF CONCRETE

doi: 10.13204/j.gyjz200702018

1.
College of Civil Engineering,Hohai University Nanjing 210098

Received Date: 2006-09-20
Publish Date: 2007-02-20

Abstract

Abstract

By studying the relationship between early autogenous shrinkage and ultimate tensile strain of concrete, the influence laws of water-cement ratio and sand percentage on early autogenous shrinkage are analyzed. Research results show that the relationship between autogenous shrinkage at early ages and ultimate tensile strain can be approximately figured by a quadric equation. It is also demonstrated that autogenous shrinkage of concrete at very early ages increases evidently with the decrease of water-cement ratio and the increase of sand percentage.
- concrete,
- autogenous shrinkage,
- ultimate tensile strain,
- water -cement ratio,
- sand percentage

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References(11)

References

Tazawa E,Miyazawa S. Autogenous Shrinkage of Concrete and Its Importance in Concrete Technology[A].London:EFN Spon,England,.

安明哲,覃维祖,朱金铨. 高强混凝土的自收缩试验研究[J].山东建材学院学报,1998,(06):139-143.

巴恒静,高小建,杨英姿. 高性能混凝土早期自收缩测试方法研究[J].工业建筑,2003,(08):1-4.

马新伟,钮长仁. 早龄期高强混凝土自收缩的测量[J].低温建筑技术,2002,(04):4-5.

田倩,刘加平. 高精度混凝土变形自动化测试系统的实现[J].江苏建筑,2002,(03):42-44.

Ahmed Loukili,David Chopin,Abdelhafid Khelidj. A New Approach to Determine Autogenous Shrinkage of Mortar at an Early Age Considering Temperature History[J].Cement and Concrete Research,2000,(03):915-922.

Shin-Ichi Igarashi,Arnon Bentur,Konstantin Kovler. Autogenous Shrinkage and Induced Restraining Stresses in High-Strength Concrete[J].Cement and Concrete Research,2000,(30):1701-1707.

朱伯芳. 朱伯芳院士文选[M].北京:中国电力出版社,1997.300-307.

Erika E Holt. Early Age Autogenous Shrinkage of Concrete[M].USA:University of Washington,2001.

巴恒静,张武满. 集料物性对商品混凝土早期自收缩的影响[J].商品混凝土,2004,(02):10-14.

蒋正武,孙振平,王培铭. 水泥浆体中自身相对湿度变化与自收缩的研究[J].建筑材料学报,2003,(04):345-349.

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